Lincoln City Council
March 24, 2026

RESOLUTION NO. 2026-XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LINCOLN APPROVING LIBERTY AT LINCOLN VILLAGE 2 IMPROVEMENT PLANS, LIBERTY AT LINCOLN VILLAGE 2 FINAL MAP, AUTHORIZING THE EXECUTION OF THE SUBDIVISION IMPROVEMENT AGREEMENT FOR LIBERTY AT LINCOLN VILLAGE 2, AND

AUTHORIZING THE RECORDING OF THE FINAL MAP AND THE SUBDIVISION

IMPROVEMENT AGREEMENT
WHEREAS, in August 9, 2022, the City Council under Resolution 2022-189 conditionally approved the amended Vesting Tentative Map for Liberty at Lincoln – Phase 1; and
WHEREAS, the improvement plans for the Liberty at Lincoln Village 2 has been signed by the City Engineer and the Fire Battalion Chief; and
WHEREAS, the owner, Lincoln Land Holdings, LLC, has requested the recordation of the Liberty at Lincoln Village 2 Final Map in accordance with section 66462 of the Subdivision Map Act; and
WHEREAS, the Liberty at Lincoln Village 2 Final Map is technically correct as approved by the City’s Surveyor; and
WHEREAS, the City Engineer has determined that the Liberty at Lincoln Village 2 Final Map is substantially the same as it appeared on the Liberty at Lincoln – Phase 1 Vesting Tentative Map and any approved alteration thereof; and
WHEREAS, the City Engineer has determined that all conditions of approval applicable to the Liberty at Lincoln Village 2 Final Map have been satisfied; and WHEREAS, the City Engineer has determined that all provisions of the Subdivision Map Act and any local ordinances applicable at the time of approval of the Vesting Tentative Map have been satisfied; and
WHEREAS, the City has determined that the Liberty at Lincoln Village 2 Final Map is exempt from the California Environmental Quality Act (Public Resources Code § 21000 et seq., CEQA) pursuant to Public Resources Code 21080(b)(1) and CEQA guidelines section 15268(b)(3).

NOW, THEREFORE BE IT RESOLVED:

Section 1. The City Council hereby approves the Liberty at Lincoln Village 2 Improvement Plans; and
Section 2. Pursuant to Section 66474.1 of the Subdivision Map Act, the City Council hereby finds and determines that the Final Map for Liberty at Lincoln Village 2 is in 350
Resolution No. 2026-XXX

substantial compliance with the previously approved Liberty at Lincoln Phase 1 Vesting Tentative Map and all associated conditions of approval specific to this Final Map have been satisfied; and
Section 3. The Liberty at Lincoln Village 2 Final Map is hereby approved, and the City Clerk is authorized to sign the Clerk’s Statements accepting on behalf of the public, all easements for public utility and pedestrian access purposes, easements for public street purposes, subject to improvement, direct vehicle access rights, relinquishment of groundwater rights, and consent to the irrevocable offers of dedication for Lots U & K; and Section 4. The City Manager is authorized to execute the Subdivision Improvement Agreement for Liberty at Lincoln Village 2.

Section 5. The City Clerk is authorized to proceed with the Recordation of the Liberty at Lincoln Village 2 Final Map and the associated Subdivision Improvement Agreement at the office of the County Recorder.

Section 6. The City Manager is authorized to accept at a later date the irrevocable offer of dedication for Lots U and K and that the City Clerk is authorized to proceed with Recordation of acceptances of the offers of dedication.

PASSED AND ADOPTED this 24th day of March, 2026 by the following vote:

AYES: COUNCILMEMBERS:

NOES: COUNCILMEMBERS:

ABSENT: COUNCILMEMBERS:

ABSTAIN: COUNCILMEMBERS:
__________________________
____
Richard Pearl, Mayor
ATTEST:
_______________________________
Hope Ithurburn, City Clerk
351
ATTACHMENT-2
352

___ MAPS ___ A PORTION OF LOT 6 GG MAPS 92 LOT 4 GG MAPS 92 LOT 3 GG MAPS 92 VILLAGE 1B LOT 8 GG MAPS 92 LOT 2 GG MAPS 92 LOT 1 GG MAPS 92 LOT B GG MAPS 92 LIBERTY AT LINCOLN VILLAGE 3A GG MAPS 97 LIBERTY AT LINCOLN VILLAGE 5 GG MAPS 98 LIBERTY AT LINCOLN VILLAGE 4A GG MAPS 96 A PORTION OF LOT 7 GG MAPS 92 VILLAGE 1A ___ MAPS ___ N89°30'00"E 148.00' R=21.00' Δ=90°00'00" L=32.99' N89°30'00"E 43.00' R=21.00' Δ=90°00'00" L=32.99' N89°30'00"E 148.80' R=21.00' Δ=82°55'57" L=30.40' N07°34'03"W 10.65' N82°25'57"E 43.00' N89°30'00"E 101.44' N02°43'04"W 158.42' N04°22'42"W 79.48' N02°47'24"W 31.52' N01°01'11"W 232.57' N00°57'11"E 104.95' R=85.00' Δ=86°31'09" L=128.35' N87°28'20"E 184.67' R=160.00' Δ=26°18'59" L=73.49' N66°12'41"W 131.02' R=210.00' Δ=24°16'42" L=88.98' N89°30'37"E 195.10' N00°29'24"W 73.16' R=531.00' Δ=7°16'32" L=67.43' N07°45'56"W 125.65' N00°30'00"W 133.77' R=240.00' Δ=17°24'50" L=72.94' R=469.00' Δ=7°15'56" L=59.47' R=21.00' Δ=90°00'00" L=32.99' N89°30'00"E 43.00' N84°50'03"E 108.86'N00°30'00"W 24.72' R=149.50' Δ=6°36'32" L=17.24' R=39.50' Δ=32°43'06" L=22.56' R=99.50' Δ=14°12'56" L=24.69' N00°30'00"W 52.49' N72°05'10"E(R) N75°15'28"W(R) N61°02'32"W(R) N28°19'26"W(R) N21°42'54"W(R) BOOK OF MAPS, PAGE 2
LIBERTY PARKWAY SHALLUS BOULEVARD 0 100 200 400 SCALE: 1"=200' N FERRARI RANCH ROAD FERRARI RANCH ROAD LEGEND NOTES CITY OF LINCOLN PLACER COUNTY CALIFORNIA LIBERTY AT LINCOLN 1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678 (916) 773-1189 BEING A SUBDIVISION OF LOT 8 AS SHOWN AND SO DESIGNATED ON THAT CERTAIN FINAL MAP TITLED "LIBERTY AT LINCOLN PHASE 1 LARGE LOT MAP" FILED FOR RECORD OCTOBER 18, 2024, IN BOOK GG OF MAPS, AT PAGE 92, PLACER COUNTY RECORDS, SITUATED IN SECTION 29, TOWNSHIP 12 NORTH, RANGE 6 EAST, MOUNT DIABLO MERIDIAN SHEET OF 5 MARCH 2026 VILLAGE 2 FINAL MAP FINAL MAP NO. PLN22-00100-09 1. ALL CURVEDIMENSIONSARE RADIUS,ARC LENGTHAND DELTA.ALL DISTANCESSHOWNARE GROUND DISTANCES AND ARE IN FEET AND DECIMALS THEREOF. 2. THISFINALMAPCONTAINS11.500±ACRESOF LANDGROSSCONSISTINGOF SEVENTY(70)NUMBEREDLOTS AND TWO (2) LETTERED LOTS. 3. ALLRESIDENTIALFRONTLOTCORNERSAREMARKEDBYA 1"BRASSDISCSTAMPED"LS8268"ATA 1.00FOOT EXTENSION OF THE SIDE LOT LINE FROM THE FRONT PROPERTY CORNER ONTO THE SIDEWALK. 4. ALLRESIDENTIALREARCORNERSANDANGLEPOINTS,UNLESSSHOWNOTHERWISE,AREMARKEDBYA 5/8" REBARWITHPLASTICCAPSTAMPED"LS 8268".WHERERESIDENTIALREARCORNERSFALLIN A MASONRY WALLORFOOTING,A 5/8"REBARWITHPLASTICCAPSTAMPED"LS8268"WILLBESETONTHESIDELOTLINE WITHAT A 4.00'OFFSETTOTHEREARCORNEROR,WHEREANOFFSETMONUMENTCANNOTBE SET,A 3/4" BRASSTAGSTAMPED"LS8268"WILLBESETWITHEPOXYTOTHEFACEOFWALL2.00FEETABOVEGROUND OR ON TOP OF THE WALL. 5. THEWIDTHOF LOTSFRONTINGONA CURVEDSTREETORONTHECURVEDPORTIONOF A CUL-DE-SACOR ELBOW MAY BE MEASURED ALONG AN ARC LOCATED WITHIN THE FRONT FIFTY (50) FEET OF THAT LOT. PUE PUBLIC UTILITY EASEMENT DIMENSION POINT AC ACRES LSE LANDSCAPE EASEMENT MAPS BOOK OF MAPS DN DOCUMENT NUMBER, OR (R) RADIAL BEARING ADJACENT PROPERTY RIGHT-OF-WAY EASEMENT BOUNDARY OF LAND BEING SUBDIVIDED BY THIS MAP LOT LINE CENTER LINE ( ) RECORD DATA PER REFERENCE SHEET INDEX LINE OR DETAIL LINE SET 2-1/2" BRASS DISC IN MONUMENT WELL STAMPED "LS 8268" SET 3/4" IRON PIPE AND CAP STAMPED "LS 8268" X SHEET INDEX (OA) OVERALL ORPC OFFICIAL RECORDS OF PLACER COUNTY PAE PEDESTRIAN ACCESS EASEMENT MPTE MULTI-PURPOSE TRAIL EASEMENT SF SQUARE FEET 2-1/2" BRASS DISC IN MONUMENT WELL STAMPED "LS 8268" TO BE SET PER GG MAPS 92 3/4" IRON PIPE WITH PLUG STAMPED "LS 8268" TO BE SET PER GG MAPS 92 ADJACENT RIGHT-OF-WAY 2-1/2" BRASS DISC IN MONUMENT WELL STAMPED "LS 8268" TO BE SET PER ___ MAPS ___ SUBDIVISION BOUNDARY SHEET 354
R=500.00' Δ=7°16'32" L=63.49' N00°30'00"W 42.50' N07°34'03"W 48.21' N89°30'00"E 191.00' N89°30'00"E 233.00' N89°30'00"E 228.85' N00°30'00"W 330.15'
N07°45'56"W 125.65' N00°29'24"W 136.92'
C10 N89°30'37"E 195.10' R=210.00' Δ=24°16'42" L=88.98) N66°12'41"W 131.02' R=160.00' Δ=26°18'59" L=73.49' N87°28'20"E 184.67' R=85.00' Δ=86°31'09" L=128.35' N00°57'11"E
104.95'
N01°01'11"W 232.57' N02°47'24"W 31.52' N04°22'42"W 79.48' N02°43'04"W 158.42' N89°30'00"E 101.44' L6 L5 C4 N89°30'00"E 148.80' C3 L4(R) C2 N89°30'00"E 148.00' C1 L3(R) N84°50'03"E 108.86' L2 1011 12 16 17 18 19 20 LOT K 21 2625242322 2728 32313029 215436 15 14 13 70 62 60 4751 35 5049484546 43 52 344041 36373839 53 63 54 64 87 9 44 42 33 61 5758595556 6968676665 C9 C8 C6
N07°45'56"W 125.65' N00°30'00"W 133.77'
C7 L1
N00°29'24"W

73.16'
C5
N21°42'54"W(R) N72°05'10"E(R) LOT U
N75°15'28"W(R)
N61°02'32"W(R)
N28°19'26"W(R) R=500.00' Δ=7°15'56" L=63.40' N00°30'00"W 42.50' Curve Table Curve # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 Radius 21.00' 21.00' 21.00' 21.00' 531.00' 469.00' 240.00' 99.50' 39.50' 149.50' Delta 90°00'00" 90°00'00" 90°00'00" 82°55'57" 7°16'31" 7°15'56" 17°24'51" 14°12'56" 32°43'07" 6°36'31" Length 32.99' 32.99' 32.99' 30.40' 67.43' 59.47' 72.94' 24.69' 22.56' 17.24' 7°16'32" 17°24'50" 32°43'06" 6°36'32" (R) (R) Line Table Line # L1L2L3L4L5L6 Bearing N00°30'00"W N00°30'00"W N89°30'00"E N89°30'00"E N07°34'03"W N82°25'57"E Length 52.49' 24.72' 43.00' 43.00' 10.65' 43.00' BOOK OF MAPS, PAGE 3 CITY OF LINCOLN PLACER COUNTY CALIFORNIA LIBERTY AT LINCOLN 1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678 (916) 773-1189 BEING A SUBDIVISION OF LOT 8 AS SHOWN AND SO DESIGNATED ON THAT CERTAIN FINAL MAP TITLED "LIBERTY AT LINCOLN PHASE 1 LARGE LOT MAP" FILED FOR RECORD OCTOBER 18, 2024, IN BOOK GG OF MAPS, AT PAGE 92, PLACER COUNTY RECORDS, SITUATED IN SECTION 29, TOWNSHIP 12 NORTH, RANGE 6 EAST, MOUNT DIABLO MERIDIAN SHEET OF 5 MARCH 2026 VILLAGE 2 FINAL MAP FINAL MAP NO. PLN22-00100-09 N 0 40 80 160 SCALE: 1"=80' 4 5

ANTHEM DRIVE REVELRY DRIVE

RESOLUTION WAY

REVELRY DRIVE
LIBERTY PARKWAY HONOR LANE ANTHEM DRIVE SEE SHEET 2 FOR LEGEND AND NOTES LIBERTY AT LINCOLN VILLAGE 1B ___ MAPS ___

LIBERTY AT LINCOLN
VILLAGE 4A
GG MAPS 96

PORTION OF LINCOLN

LAND HOLDINGS, LLC
DN 2008-0048083 LIBERTY AT LINCOLN VILLAGE 1A ___ MAPS ___ PORTION OF LOT 7 GG MAPS 92 PORTION OF LINCOLN LAND HOLDINGS, LLC DN 2008-0048083 355
76 75 73 79 77 74 78 1 71 72 LOT G LOT H LOT J LOT S 20' 20'

21.5' 31'
31'
31' 31' 21.5' 21.5' 21.5' 21.5' 21.5' 21.5'

21.5' 21.5'

21.5'

24.72'
N00°30'00"W 387.00'(OA)
N00°30'00"W 300.00'(OA) N05°04'26"W 100.32'
5,367 SF 26 5,338 SF 27 5,233 SF 28 4,969 SF 32 4,871 SF 31 4,945 SF 30 5,067 SF 29 5,425 SF 2 6,138 SF 1 5,425 SF 5 5,425 SF 4 5,425 SF 35,420 SF 6 6,148 SF 70 5,538 SF 60 5,150 SF 47 4,900 SF 5,050 SF 35 51 5,150 SF 50 5,150 SF 49 5,150 SF 48 5,047 SF 34 4,850 SF 52 4,800 SF 36 4,800 SF 37 4,800 SF 38 4,800 SF 39 5,795 SF 53 6,148 SF 54 5,536 SF 64 5,282 SF 7 5,956 SF 33 5,035 SF 57 5,225 SF 58 5,225 SF 59 4,750 SF 55 4,750 SF 56 4,750 SF 69 4,750 SF 68 5,035 SF 67 5,225 SF 66 5,225 SF 65

42.71' 50.00' 50.00' 50.00' 50.00' 50.00' 61.00' 21.50' N00°30'00"W 353.71'
N00°30'00"W 480.13' 21.50' N07°34'03"W 27.77' Δ=2°28'44" L=22.56' Δ=4°35'19" L=41.77' N00°30'00"W 423.76'(OA)

50.00' 50.00' 50.00' 50.00' 50.00' 21.50'

44.71' 50.00' 50.00' 53.00' 55.00' 55.00' 46.00' Δ=3°05'02" L=12.30'

58.29' 55.00' 55.00' 53.00' 50.00' 50.00' 44.71' 21.50' N00°30'00"W 410.26'

21.50' 21.50'

41.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00'

50.00' 50.00' 50.00' 50.00' 46.58' Δ=0°24'34" L=3.42' Δ=6°00'01" L=50.11' Δ=0°39'28" L=5.49'

27.77'

52.14'
N84°50'03"E 108.86'
N89°30'00"E 108.50'

17.98' Δ=4°13'00" L=32.31' N89°30'00"E 107.88'

26.65'
N89°30'00"E 108.50' Δ=3°02'56" L=23.36'

50.00'
N89°30'00"E 108.50'

50.00'
N89°30'00"E 108.50'

50.00'
N89°30'00"E 108.50'

50.00'
N89°30'00"E 95.00'

58.29'
N89°30'00"E 95.00'
N89°30'00"E 95.00'

55.00'
N89°30'00"E 95.00'

55.00'
N89°30'00"E 95.00'

53.00'
N89°30'00"E 95.00'

50.00'
N89°30'00"E 95.00'

50.00' 74.00'

65.71'
N89°30'00"E 95.00'
N89°30'00"E 95.00'
N89°30'00"E 95.00'
N89°30'00"E 95.00'
N89°30'00"E 95.00' 74.00' R=21.00' Δ=90°00'00" L=32.99' R=21.00' Δ=90°00'00" L=32.99' N89°30'00"E 96.00' N89°30'00"E 96.00'

50.00'
N89°30'00"E 96.00'

50.00'
N89°30'00"E 96.00'

50.00' 50.00'
N89°30'00"E 96.00'

50.16'
N89°30'00"E 99.99'

50.16'
N89°30'00"E 101.01'
N00°30'00"W

62.00' 74.80' R=21.00' Δ=82°55'57" L=30.40' N89°30'00"E 103.00' N89°30'00"E 103.00' N89°30'00"E 103.00' N89°30'00"E 103.00' N89°30'00"E 103.00' N89°30'00"E 99.00' N89°30'00"E 95.00' R=21.00' Δ=90°00'00" L=32.99' 74.00' N89°30'00"E 107.11'

50.00'
N89°30'00"E 106.06'19.11'

30.91'
N89°30'00"E 103.02'

37.69' 12.41' N89°30'00"E 99.87'8.31'

41.79'
N89°30'00"E 97.93'

50.04'
N89°30'00"E 97.67'
N89°30'00"E 101.44'

50.04'
N00°30'00"W 353.71'
R=439.00' Δ=7°15 5' 6" L=55.67' N89°30'00"E 102.80' S87°57'39"W(R) R=271.50' Δ=1°32'21" L=7.29' N89°30'00"E 148.00' N89°30'00"E(R) 43.00' N89°30'00"E 148.80' N89°30'00"E(R) 43.00' N83°05'25"E(R) N82°25'57"E

43.00'
N02°43'04"W 158.42'

50.04'
N84°54'41"E(R)
N89°05'26"E(R)
N04°22'42"W 79.48' N02°47'24"W

31.52' N01°01'11"W 232.57'(OA) 8.28' N89°30'00"E 107.56' R=469.00' Δ=7°15'56" L=59.47' 233.00' 228.85' 191.00'
N00°30'00"W 303.52'
N89°30'00"E 94.67' N89°30'00"E 95.00'
S86°24'58"W(R)
S86°27'04"W(R)
N00°30'00"W 433.63'(OA) N00°30'00"W 42.50'
L1 N00°30'00"W 42.50'
Δ=7°04'03" L=61.68' R=500.00'
C1
C2
N00°30'00"W 410.26'(OA)
N00°30'00"W 410.26'(OA)
N00°30'00"W 353.71'
8 63 62 61 46 40 25 L2 N07°34'03"W 38.42'
L5(OA)
L6(OA)
C3(OA)
C4(OA)
C5(OA)
L3 R=149.50' Δ=6°36'32" L=17.24'
C6
Δ=14°12'56" L=24.69' R=99.50'
N00°30'00"W 133.77'
N89°30'00"E 652.85'
L4(OA)
N00°30'00"W

52.49' Δ=17°24'50" L=72.94' R=240.00' N72°05'10"E(R)
N75°15'28"W(R)
N21°42'54"W(R)
19,641 SF LOT U
Δ=7°15'56" L=63.40' R=500.00' N28°19'26"W(R) N61°02'32"W(R) N00°30'00"W 330.15' Line Table Line # L1L2L3L4L5L6 Bearing N07°34'03"W N07°34'03"W N07°34'03"W N07°45'56"W N07°45'56"W N07°45'56"W Length 48.21' 10.65' 27.77' 125.65' 125.65' 125.65' Curve Table Curve # C1 C2 C3 C4 C5 C6 Radius 478.50' 521.50' 271.50' 250.00' 228.50' 39.50' Delta 7°04'03" 7°04'03" 12°25'59" 12°25'59" 12°25'59" 32°43'07" Length 59.02' 64.33' 58.91' 54.25' 49.58' 22.56' 12°25'58" 12°25'58" 32°43'06" 12°25'58" BOOK OF MAPS, PAGE 4 N
0 20 40 80 SCALE: 1"=40' SEE SHEET 2 FOR LEGEND AND NOTES CITY OF LINCOLN PLACER COUNTY CALIFORNIA LIBERTY AT LINCOLN 1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678 (916) 773-1189 BEING A SUBDIVISION OF LOT 8 AS SHOWN AND SO DESIGNATED ON THAT CERTAIN FINAL MAP TITLED "LIBERTY AT LINCOLN PHASE 1 LARGE LOT MAP" FILED FOR RECORD OCTOBER 18, 2024, IN BOOK GG OF MAPS, AT PAGE 92, PLACER COUNTY RECORDS, SITUATED IN SECTION 29, TOWNSHIP 12 NORTH, RANGE 6 EAST, MOUNT DIABLO MERIDIAN SHEET OF 5 MARCH 2026 VILLAGE 2 FINAL MAP FINAL MAP NO. PLN22-00100-09 SEE SHEET 5

ANTHEM DRIVE

RESOLUTION WAY

REVELRY DRIVE HONOR LANE
LIBERTY PARKWAY LIBERTY AT LINCOLN VILLAGE 1B ___ MAPS ___ 10' PUE 10' PUE PER DN 2026-0009031

LIBERTY AT LINCOLN
VILLAGE 4
GG MAPS 96
ANTHEM
REVELRY PORTION OF LINCOLN LAND HOLDINGS, LLC DN 2008-0048083 DRIVE
DRIVE LIBERTY AT LINCOLN VILLAGE 1A ___ MAPS ___

LSE/PAE/PUE
PER GG MAPS 92 10' PUE PER DN 2026-0009031 10' PUE PER DN 2026-0009031 10' PUE PER DN 2026-0009031 10' PUE PER DN 2026-0009031 10' PUE PER DN 2026-0009031 10' PUE PER DN 2026-0009031 10' PUE PER DN 2026-0009031 10' PUE PER DN 2026-0009031 10' PUE PER DN 2026-0009031 10' PUE PER DN 2026-0009031 10' PUE PER DN 2026-0009031 10' PUE PER DN 2026-0009031 356

21.5'

21.5'
31'
31' 21.5' 21.5' 21.5' 21.5' 21.5' 21.5'

21.5'

21.5'

21.5'

21.5'

21.5'

21.5'

21.5' 21.5' 21.5'

21.5' 27
R=25.00' Δ=87°00'00" L=37.96'
Δ=40°28'42" L=36.03'
Δ=10°38'35" L=50.43'
Δ=11°55'03" L=56.47' N89°30'00"E 200.75' N00°30'00"W 300.00'(OA) Δ=37°21'02" L=33.25' Δ=38°24'50" L=34.19'
Δ
=
7°5
9'3
0" L
=

31.8 7'
Δ
L=
=
16°17'49" 64.99'
Δ
=
9°5
9'0
4" L
=
4 7.31'
Δ
L=
=
9°58'53" 47.30' Δ=43°5
8'19" L=39.14'
Δ=40°03'21" L=35.65' Δ=34°12'34" L=30.45'
Δ
L=
=
1 5
3°01'24" 1.94' Δ
=11°4
6'14" L
=
4 6.9
4'
Δ
L=
=
6 3
°27'05" 0.57' Δ
=
6°3
5'0
8" L
=

31.21' Δ
=10°43'43" L
=
5 0.84' N89°30'00"E 189.67'
5,711 SF 109,264 SF 11 5,563 SF 12 5,230 SF 16 5,855 SF 17 5,413 SF 20 5,073 SF 19 5,878 SF 18 8,071 SF MPTE/LSE LOT K 7,321 SF 21 5,389 SF 25 5,412 SF 24 5,435 SF 23 5,267 SF 22 5,000 SF 15 5,876 SF 14 5,773 SF 13 5,316 SF 62 5,168 SF 45 5,150 SF 46 5,579 SF 43 4,800 SF 40 4,800 SF 41 6,719 SF 63 5,092 SF 8 5,093 SF 9 8,961 SF 44 7,149 SF 42 7,484 SF 61 R=228.50' Δ=6°28'51" L=25.85' C1
C2
Δ=7°25'58" L=32.43' R=250.00' N05°30'00"W

51.90'
R
=
2 5

0.0 0' Δ
=
2 6°17'19" L=114.71' 33.80'

65.68'
R=250.0 ' Δ=24°17'19" L
=10

5.9 8' N89°30'00"E 104.73'
N00°30'00"W 423.76'(OA)

50.00' 50.00' 15.49' R=29.00' Δ=25°50'31" L=13.08' Δ=25°26'28" L=22.65' 1.88' 46.48' Δ=3°37'09" R=271.50' Δ=24°17'19" L
=115.0
9' L=17.15'

31.93'

50.00'

17.55'
R
=
2 2

8.5 0' Δ
=
2 4°47'38" L=98.88'
C7 Δ=8°36'01" L=7.66'
R=51.00' Δ=138°31'36" L=12

3.31' Δ=11°41'21" L=10.40' R=29.00' Δ=26°44'55" L=13.54' Δ=9°20'56" L=37.28' R=271.50' Δ=7°25'58" L=35.22' N05°30'00"W 7.78' L1 R=21.00' Δ
=95°41'14" L=35.07'
Δ=16°04'42" L=64.12' R=228.50' N00°30'00"W 410.26'(OA)
Δ=19°17'19" L=84.16' R=250.00' N18°47'19"E

34.50'
N00°30'00"W 410.26'(OA)

19.26' Δ=6°30'03" L=30.81'
R=271.50' Δ=18°25'06" L=87.28' R=21.00' Δ=84°07'47" L=30.84' N66°12'41"W

26.77'
R=2

8.50' Δ=24°17'19" L
=
9 6.8
6' 18.23' 40.00' R=25.00' Δ=90°00'00" L=39.27'
N00°30'00"W 433.63'(OA)

50.00' 50.00'
N00°29'24"W 73.16' Δ=0°28'17" L=4.61'
N74°28'16"E 85.03' N41°26'49"E 22.71' N41°26'49"E 18.08' N14°22'24"E 86.11' 6.86' N89°30'00"E 96.03'
Δ=6°48 1' 5" L=66.62' 50.40'
N89°30'00"E 102.44'

50.40'
N89°30'00"E 102.80'
N00°30'00"W 111.52' 65.87'
N00°30'00"W 102.75' 50.00'
N00°30'00"W 112.05' 65.00'
N00°30'00"W 109.84' 50.00' 96.00' 85.75'

50.00' N89°30'00"E 96.00'

50.00' N89°30'00"E 103.00'
R=85.00' Δ=86°31'09" L=128.35' 36.05'
N13°04'19"W 92.72'(R)
N53°33'01"W 117.76'(R)

68.08'
N00°30'00"W 99.68'

51.09'
N00°12'13"E 101.52'(R)

29.45'
Δ=12°5
8'3
4" L
=
3 6.2
4'
N10°11'17"E 106.28' (R)
Δ
L=
=
1 3
3°20'25" 7.25' 28.42'
N20°10'10"E 100.74'(R)

55.43'
N23°47'19"E 100.00'

47.18' Δ=0°46'13" L=2.82'
N23°47'19"E 100.02'
Δ
L==
1 4
2 6
°39'32"
.40'
N10°45'55"E 102.50'(R) 7.38'
N00°29'23"W 94.79' R=210.00' Δ=24°16'42" L=88.98' 72.31'

56.58' Δ=32°25'55" L=48.11' N89°30'00"E 99.71'

48.37'
N89°30'00"E 108.92'1.65' N89°30'00"E 108.47'

50.00'
N89°30'00"E 108.01'

50.00'
N89°30'00"E 107.56'

50.00' 85.41'
N00°29'24"W 73.16' Δ=7°16 3' 2" L=67.43' R=531.00' N07°45'56"W 125.65' 30.00' Δ=3°05'02" L=12.30' 73.80' S86°24'58"W(R)

44.26'
N04°05'08"E(R)
N14°48'51"E(R)
R
=
2 71.5
0' Δ
=
2 3°45'56" N87°30'00"E 49.93'
L=1

2.61'
S19°37'47"E(R)
N81°23'33"W(R)
S58°33'06"W(R)
S24°20'32"W(R)
N89°02'19"E(R)
N89°30'37"E 195.10' 85.41'
N07°45'56"W 125.65'
S87°57'39"W(R) Δ=1°32'21" L=7.29'
C3
Δ
=10°5
0'5
7" L
=
3 9.7
6'
N66°12'41"W 99.48'
N66°12'41"W 131.02'
S10°26'54"W(R)
N87°28'20"E 184.67'
N89°30'00"E 58.23'
S07°29'30"W(R)
N89°30'00"E 48.36' Δ=0°42'13" L=3.33'
R
=

51.00' Δ=141°41'02" L=126.12' Δ=54°05'14" L=80.24'

87.05'
N00°30'00"W 480.13'(OA)
N00°57'11"E 104.95'
ΔR=160.0
0' =26°18'5
9" L=73.49' N89°05'57"E(R)
N01°01'11"W 232.57'(OA) 104.75' S83°59'57"E(R) N89°30'00"E 96.00' N89°30'00"E 103.00'

50.00'
N00°30'00"W 410.26'(OA)
N66°12'41"W 99.48'
R=561.00' Δ=7°16 3' 2" L=71.23' 26 47 39
7 64 60
C5(OA)
C6(OA)

50.00'
S56°36'54"E(R)
N23°01'06"E(R)
N10°21'34"E(R)
19,641 SF LOT U
Δ=7°15'56" L=63.40' (OA)
R=500.00' N01°00'19"W(R)
N28°13'48"W(R)
S72°04'54"E(R)
N63°39'29"E(R)
S77°04'02"W(R)
N83°32'53"E(R)
S77°04'02"W(R)
S21°15'56"W(R)
S74°25'18"E(R)
S25°20'31"W(R) 31.00' 31.00'
C8
S69°42'12"E(R)
L2(TIE)
N07°45'56"W 125.65'
Δ=7°16 3' 2" L=63.49' R=500.00' N00°29'24"W 136.92'
N00°29'24"W 63.75'
N89°30'36"E 62.00' 31.00' 31.00'

REVELRY
DRIV
E
A
NTHEM
DRIVE 10' PUE PER DN 2026-0009031 10' PUE PER DN 2026-0009031 10' PUE PER DN 2026-0009031 10' PUE PER DN 2026-0009031 10' PUE PER DN 2026-0009031 10' PUE PER DN 2026-0009031 10' PUE PER DN 2026-0009031 10' PUE PER
DN 2026-0009031 Curve Table Curve # C1 C2 C3 C5 C6 C7 C8 Radius 271.50' 250.00' 228.50' 469.00' 439.00' 29.00' 29.00' Delta 12°25'59" 12°25'59" 12°25'59" 7°15'56" 7°15'56" 27°13'29" 25°50'31" Length 58.91' 54.25' 49.58' 59.47' 55.67' 13.78' 13.08' 12°25'58" 12°25'58" 12°25'58" Line Table Line # L1L2 Bearing N87°30'00"E N35°19'20"W Length 5.80' 49.10' Δ=0°15'02" L=1.19' S77°19'04"W(R) N89°30'00"E 102.44'
R=228.50' Δ=6°28'51" L=25.85' Δ=10°38'35" L=50.43' N77°04'02"E(R) C1

BOOK OF MAPS, PAGE
5 N
0 20 40 80 SCALE: 1"=40' SEE SHEET 2 FOR LEGEND AND NOTES CITY OF LINCOLN PLACER COUNTY CALIFORNIA LIBERTY AT LINCOLN 1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678 (916) 773-1189 BEING A SUBDIVISION OF LOT 8 AS SHOWN AND SO DESIGNATED ON THAT CERTAIN FINAL MAP TITLED "LIBERTY AT LINCOLN PHASE 1 LARGE LOT MAP" FILED FOR RECORD OCTOBER 18, 2024, IN BOOK GG OF MAPS, AT PAGE 92, PLACER COUNTY RECORDS, SITUATED IN SECTION 29, TOWNSHIP 12 NORTH, RANGE 6 EAST, MOUNT DIABLO MERIDIAN SHEET OF 5 MARCH 2026 VILLAGE 2 FINAL MAP FINAL MAP NO. PLN22-00100-09 SEE SHEET 4

ANTHEM DRIVE

RESOLUTION WAY

REVELRY DRIVE

LIBERTY PARKWAY

LIBERTY AT LINCOLN
VILLAGE 4A
GG MAPS 96

PORTION OF LINCOLN

LAND HOLDINGS, LLC
DN 2008-0048083 PORTION OF LINCOLN LAND HOLDINGS, LLC DN 2008-0048083

LSE/PAE/PUE
PER GG MAPS 92
8 9
10' PUE
ANTHEM DRIVE DETAIL "5A" 1" = 10' SEE DETAIL "5A" ON THIS SHEET PORTION OF LOT 7
GG MAPS 92

PORTION OF LINCOLN

LAND HOLDINGS, LLC
DN 2008-0048083
*
*
*
*
*
*
*
*
*
* SEE NOTE 5 ON SHEET 2
357
ATTACHMENT-3
358
RESOLUTION 2022 – 189

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LINCOLN
APPROVING THE AMENDMENT TO THE APPROVED PHASE 1 VESTING

TENTATIVE SUBDIVISION MAP FOR THE LIBERTY AT LINCOLN PROJECT WITHIN THE VILLAGE 7 SPECIFIC PLAN
Recitals
WHEREAS, the City of Lincoln City Council adopted Resolution No. 2010-095, on June 8, 2010, making findings concerning mitigation measures and alternatives, making a statement of overriding considerations, adopting a Mitigation Monitoring and Reporting Program, and certifying the Village 7 Project Final Environmental Impact Report (“Final EIR”) SCH No. 2005062001 pursuant to the California Environmental Quality Act (“CEQA”); and WHERAS, the City of Lincoln City Council adopted Resolution No. 2010-096, on June 8, 2010, approving the Village 7 Specific Plan; and
WHEREAS, the City of Lincoln City Council adopted Resolution No. 2016-242, on December 13, 2016, approving the Phase 1 Vesting Tentative Subdivision Map for the Liberty at Lincoln Project within the Village 7 Specific Plan; and WHEREAS, the City of Lincoln has received a request to amend the approved Phase 1 Vesting Tentative Subdivision Map for the Liberty at Lincoln Project within the Village 7 Specific Plan; and
WHEREAS, the Planning Commission of the City of Lincoln did hold a duly noticed public hearing and following discussion and public testimony and did on July 20, 2022 vote to adopt Resolution No. 2022-015 recommending the City of Lincoln City Council determine the Project would not result in any new significant environmental effects or substantial increases in the severity of significant effects previously identified in the EIR, based on an Addendum to the EIR prepared for the project.

WHEREAS, the Planning Commission of the City of Lincoln did hold a duly noticed public hearing and following discussion and public testimony and did on July 20, 2022 vote to recommend the City Council, under Resolution No.2022-016 amend the General Development Plan of The Village 7 Project.

WHEREAS, the Planning Commission of the City of Lincoln did hold a duly noticed public hearing and following discussion and public testimony and did on July 20, 2022 vote to recommend, under Resolution No. 20-017 the City Council amend the First Amendment to the Development Agreement By and Between the City of Lincoln and Lincoln Land Holdings, LLC Relative to the Development Known as the Lewis Property.

WHEREAS, notices describing the proposed Project and the time and place of the Planning Commission hearing, including a general explanation of the matter to be considered was published in a newspaper of local circulation and sent to neighboring property owners pursuant to Section 18.92 of the Lincoln Municipal Code; and
359
WHEREAS, the Planning Commission has reviewed the proposed amendment to the approved Phase 1 Vesting Tentative Subdivision Map for the Liberty at Lincoln Project within the Village 7 Specific Plan; and
WHEREAS, the project must comply with the City’s Flood Damage Prevention Ordinance (Lincoln Municipal Code Section 15.32). Project Conditions of Approval ensure that future development would be consistent with City regulations and that no building permits will be issued that would place structures within the FEMA designated 100-year floodplain; and WHEREAS, additional Conditions of Approval have been prepared for the proposed amendment to the approved Phase 1 Vesting Tentative Subdivision Map for the Liberty at Lincoln Project within the Village 7 Specific Plan (provided as Exhibit 4.1); and WHEREAS, the adopted Phase 1 Vesting Tentative Subdivision Map Conditions of Approval (Resolution No. 2016-242), remain applicable to the amended Phase 1 Vesting Tentative Subdivision Map for the Liberty at Lincoln Project within the Village 7 Specific Plan (provided as Exhibit 4.2); and
WHEREAS, the Planning Commission of the City of Lincoln did hold a duly noticed public hearing and following discussion and public testimony and did on July 20, 2022 vote to recommend, under Resolution No.22-018, the City Council amend the approved Phase 1 Vesting Tentative Subdivision Map for the Liberty at Lincoln Project within the Village 7 Specific Plan (provided as Exhibit 4.3).

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LINCOLN DOES HEREBY MAKE THE FOLLOWING DETERMINATIONS:

Section 1. The foregoing recitals are true and correct, and are hereby incorporated by reference.

Section 2. All mitigation measures contained within the Final EIR for the Village 7 Specific Plan Project (SCH No. 2005062001) shall remain in force and effect and shall, to the extent still relevant, apply to the Project.

Section 3. Based upon the provisions of CEQA Guidelines Sections 15182 and 15162, the preparation of an additional supplemental or subsequent EIR is not required prior to approval of the proposed entitlements.

Section 4. The amendment to the approved Phase 1 Vesting Tentative Subdivision Map for the Liberty at Lincoln Project within the Village 7 Specific Plan is consistent with the objectives, policies, general land uses, and programs specified in the City’s General Plan.

Section 5. The amendment to the approved Phase 1 Vesting Tentative Subdivision Map for the Liberty at Lincoln Project within the Village 7 Specific Plan is consistent with the objectives, policies, general land uses, and programs specified in the Village 7 Specific Plan.

Section 6. The amendment to the approved Phase 1 Vesting Tentative Subdivision Map for the Liberty at Lincoln Project within the Village 7 Specific Plan is compatible with the uses authorized by the Village 7 General Development Plan.
360
361
Liberty at Lincoln (Village‐7)‐Phase 1 Amended Small Lot Vesting Tentative Subdivision Map Conditions of Approval

The Liberty at Lincoln (Village‐7) Phase 1 Amended Small Lot Vesting Tentative Subdivision Map, located within the Village 7 Specific Plan in the City of Lincoln, Assessor’s Parcel Number 021‐283‐010 is approved subject to the following conditions of approval:
** (Double Asterisk) located in front indicates a New Condition Specific to the Liberty at Lincoln (Village‐7) Phase 1 Amended Small Lot Tentative Subdivision Map
362
Liberty at Lincoln (Village‐7)‐Phase 1 Amended Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing Responsible Party Status

GENERAL CONDITIONS
363
Liberty at Lincoln (Village‐7)‐Phase 1 Amended Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing Responsible Party Status

1. **The Applicant shall comply with these conditions, in addition to the previously approved conditions of approval for the Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map, located within the Village 7 Specific Plan in the City of Lincoln, Assessor’s Parcel Number 021‐283‐010 as approved under City of Lincoln City Council Resolution 2016‐242.

City Engineer
364
Liberty at Lincoln (Village‐7)‐Phase 1 Amended Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing Responsible Party Status

2. **All improvements required for the Liberty at Lincoln (Village‐7) Phase 1 Amended Tentative Subdivision Map shall be designed and constructed to conform to the City ofLincoln Municipal Code, Section 17, Design Criteria and Procedures Manual and Public Facilities Improvement Standards consistent with the project Development Agreement as modified by these Conditions of Approval, or as approved by the City Engineerand/or Community Development Director.

ImprovementPlans/FinalMap
DevelopmentEngineeringand CityEngineer

3. ** Prior to City Council approval of any Final Map, the applicant shall dedicate full right of way required for all backbone roadways, and required for the installation of alloffsite infrastructure associated on a large lot map to the satisfaction of the City Engineer.

Prior to theapproval of 1st
Final Map
City Engineer
365
Liberty at Lincoln (Village‐7)‐Phase 1 Amended Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing Responsible Party Status

4. **All infrastructure phasing must be to the satisfaction of the City Engineer. Full street improvements shall be required over any proposed underground improvements.

The following conditions shall apply to Phase 1A:
a. The initial phase of development must include the design and construction of the water system with 2 points of connection to Ferrari Ranch Road, such that no more than 20 lots will be without water if a single water valve is closed. Full street improvements will be required to be designed and constructed with suchwaterlines. The dedication of the easements, securities, and improvement agreements for this infrastructure are required prior to the first final map. b. The initial phase of development must include construction of Lot‐B park. c. The initial phase of development must include construction of all offsite infrastructure required to serve the initial phase.

Prior to theimprovementplan approvaland 1st Final
Map.

CommunityDevelopmentand CityEngineer

5. **Prior to City Council approval of any Final Map, the installation timing of all offsite improvements associated with the project shall have been established to thesatisfaction of the City Engineer.

GeneralCondition
DevelopmentEngineeringand CityEngineer

ADDITIONAL CONDITION OF APPROVAL

6. **The Liberty @ Lincoln – Area 2 Amended Small Lot Vesting Tentative Subdivision Map (Map) is approved with the street sections as shown, and so designated, on Sheet 1 ofthe Map. However, the Alternative Street Section J2 (43’ ROW) with an attached sidewalk is preferred by the City of Lincoln (City) for the in‐tract streets, over Sections J (53’ ROW) and J1 (56’ ROW) with a detached sidewalk. The Developer and the City willcollaborate and attempt to include the City preferred Section J2 in the in‐tract streetsprovided that the stormwater quality calculations and facilities can be designed efficiently and cost‐effectively to meet the satisfaction of both the Developer and the City. The final decision to utilize Section J2 is at the sole discretion of the Developer.

Prior to theimprovementplan approvaland final map
CommunityDevelopment& CityEngineer
366
Liberty at Lincoln (Village‐7)‐Phase 1 Amended Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing Responsible Party Status

DEVELOPMENT STUDIES/MITIGATION

7. **Applicant shall submit a stamped technical memorandum to address any changes to the previously approved sewer, water and drainage studies as noted in Conditions of Approval Number‐ 18, 19 & 20 of the previously approved Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map by City of Lincoln City Council Resolution 2016‐242.

Prior toImprovementPlan approval
DevelopmentEngineering

STORM WATER QUALITY/GRADING/DRAINAGE

8. **Applicant shall comply with the State mandated, City of Lincoln Supplement Trash Control Design Standards to complement the existing West Placer Stormwater DesignManual, approved by Resolution 2021‐134.

Prior to
ImprovementPlan approval
DevelopmentEngineering

9. **The Applicant shall submit a SWPPP and post construction Erosion Control Plan for each phase of construction for City approval. The Plan shall include Best Management Practices (BMPs) to minimize and control the level of pollutants in storm water runoff released to off‐site receiving waters. Specific techniques shall comply with adopted Citystandards.

Prior toapproval ofImprovementPlans and
DuringConstruction
CommunityDevelopmentand CityEngineer

10. **The Applicant shall provide maintenance of the storm water quality features (including but not limited to soil amended areas or stormwater quality features or bio retention ponds) and a warranty securing for a two (2) year period after the notice of completion. The maintenance shall include but not be limited to the discharge piping and appurtenances to the public storm drain system, protective metal fencing (ifrequired), planting of the biomaterials, and grading.

Prior tobonding oracceptance ofCentral Blvd.and FerrariRanch RoadImprovements DevelopmentEngineeringand CityEngineer
367
Liberty at Lincoln (Village‐7)‐Phase 1 Amended Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing Responsible Party Status

11. **The Applicant shall prepare a Water Quality Maintenance and Operation Plan for storm water quality features. The Water Quality Maintenance and Operation Plan shallconform to the requirements of the factsheet SDM‐2 of the West Placer StormwaterQuality Design Manual. The Water Quality Maintenance and Operation Plan shall besubject to approval by the Public Services Department prior to the City’s acceptance ofthe storm water quality features, following the two (2) year maintenance period.

Prior to FinalMap Approval
DevelopmentEngineering,City Engineer,and PublicServices

UTILITIES

12. **The Applicant shall pay for the cost of the City’s consultant to perform water modeling to include this Project water system into the City’s water model.

Prior toapproval ofImprovementPlans
DevelopmentEngineeringand CityEngineer
368
Liberty at Lincoln (Village‐7)‐Phase 1 Amended Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing Responsible Party Status

PARKS AND TRAILS

13. ** The Applicant shall dedicate all park land, landscape corridors, trails and other open space lots on a large lot map.

Prior toapproval of thefirst final map
DevelopmentEngineeringand CityEngineer

14. **The Owner shall annex into the maintenance CFD 2018‐1 to provide a funding mechanism for the annual maintenance and operation of streets, on‐site public street lights, parks, landscaping, open space, water quality features, storm drain facilities, detention and retention facilities, and traffic signals (except those facilities maintained by an HOA). An expenditure/revenue analysis should be completed if the number ofunits or amount of public improvements to be maintained have changed since preliminary approval to ensure the project will cover the costs of the annual maintenance and operation of the public improvements. Compliance with this condition shall be to the satisfaction of the City Engineer. Annually the costs will beallocated proportionately against the individual lots in accordance with the benefitsreceived. Annual adjustments shall be applied in accordance with the Consumer PriceIndex plus 3% as determined by the City to adjust the assessment for inflation as needed to meet any actual increased costs.

Prior toApproval ofImprovementPlans/FinalMap
CommunityDevelopment,SupportServices and
City Engineer

15. **The Owner shall annex into the maintenance CFD 2018‐1 to provide a funding mechanism for the additional demand on public safety and public library, etc. A fiscal impact analysis should be completed to ensure the project will cover the costs of the additional services needed. Compliance with this condition shall be to the satisfaction of the Finance Director, Community Development Director. Annually the costs will be allocated proportionately against the individual lots in accordance with the benefitsreceived. Annual adjustments shall be applied in accordance with the Consumer PriceIndex plus 3% as determined by the City to adjust the assessment for inflation as needed to meet any actual increased costs.
369
Liberty at Lincoln (Village‐7)‐Phase 1 Amended Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing Responsible Party Status

16. **The Applicant will participate in the City’s Public Facilities Element (PFE) Fee program current at the time of issuance of each building permit Issuance ofEach Building
Permit
CommunityDevelopment

PRIOR TO BUILDING PERMIT

17. **All water meters shall be installed by the Public Services Department as per standards and specifications adopted by the City of Lincoln in June 2004 and as thereafter amended. A fee (applied city‐wide) will be required for the cost and installation of eachmeter and may be adjusted annually based upon costs.

Prior to FirstInspectionfollowingissuance ofBuildingPermits Building and
PublicServices

PRIOR TO OCCUPANCY

18. **The Applicant shall install all fire protection measures required pursuant to the then applicable City Standards. All residential units shall be fire sprinkled in accordance withthe 2019 California Fire Code, or the Fire Code in effect at the time of Building Permit application.

Prior to FinalInspection /
Occupancy
Building
370
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

The Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map, located within the Village 7 Specific Plan in the City of Lincoln, Assessor’s Parcel Number 021-283-010 is approved subject to the following conditions of approval:
* (Single Asterisk) located in front of the Condition is a Modified Standard Condition ** (Double Asterisk) located in front indicates a New Condition Specific to the Village 7 Tentative Subdivision Map Condition Timing City Department Status

1. * All development within the Village 7 Specific Plan area is subject to compliance with Mitigation Measures contained within the Village 7Specific Plan EIR (State ClearinghouseNo. 2005062001).

General Condition
City of Lincoln

2. The Applicant shall hold harmless the City, its Council Members, its Planning Commission, officers, agents, employees, and representatives from liability for anyaward, damages, costs and fees incurred by the City and/or awarded to any plaintiff inan action challenging the validity of this permit or any environmental or other documentation related to approval of this permit. Applicant further agrees to provide a defense for the City in any such action.

General Condition
City of Lincoln

3. The Applicant shall pay the City’s actual costs of providing entitlement processing Plan review, Final Map review, GIS, administrative fee, and inspection services. This may be acombination of staff costs and direct billing for contract professional services.

General Condition
City of Lincoln

4. * All improvements required for the Phase 1 Small Lot Vesting Tentative Map shall be designed and constructed in accordance with the City of Lincoln “Design Criteria and Procedures Manual” and “Public Facilities and Improvement Standards.” Prior to final map approval, all improvements shown on the vesting tentative subdivision map shall becompleted to the satisfaction of the City, or the applicant shall enter into an improvement agreement committing to completion of the improvements.

Improvement Plans/Final Map
Engineering
371
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing City Department Status

5. ** Improvement plans entitled “Lewis Property – Phase 1 Infrastructure,” dated as approved on September 12, 2012, (or as subsequently amended and approved), includeall required off-site improvements for Phase 1 of the project by the DevelopmentAgreement except for those improvements identified as "not included" or "included in Phase 1 Backbone Landscape Plans" in the August 24, 2016 Memorandum from Vance Jones of MacKay and Somps to Phil Rodriguez of Lewis Planned Communities.

Completion of improvement plans and construction of improvements required for Phase 1 shall be in accordance with the timing specified in the Development Agreement.

Prior to
Improvement
Plans/Final
Map Approval
Engineering

6. ** The items listed under the heading “Encroachment Permit Issuance Requirements” on sheet 2 of the “Phase 1 Infrastructure” plans, dated as approved on September 12,2012, (or as subsequently amended and approved), shall be satisfied prior to the approval of an encroachment permit for the construction of improvements shown on those plans and the approval of improvement plans for the required on-site Phase 1improvements.

Prior to
Approval of
Improvement
Plans/Final
Map
Engineering

7. ** The VTSM proposes street and utility connections at locations that are inconsistent with the “Phase 1 Infrastructure” plans, dated as approved on September 12, 2012. The Applicant shall revise the off-site plans, subject to City Approval, to be consistent withthe VTSM. These revisions shall include a modified alignment for the Sanitary Sewer line between Central Boulevard and Street 57, which shows the line within an east/west street in the Phase 1A-1 and 1B area.

Prior to
Approval of
Improvement
Plans/Final
Map.

Engineering

8. * Prior to approval of a Final Map, the Large Lot Final Map for Village 7 shall be approved, and all requirements applicable to that map, including but not limited toConditions of Approval 14 and 15 of the Large Lot Vesting Tentative Map approved byCity Council on June 8, 2010 by Resolution No. 2010-098 requiring the establishment of financing mechanisms to fund the construction and maintenance of public improvements required of Phase 1 of Village 7, shall be satisfied.

Prior to
approval of
Improvement
Plans/Final
Map
Engineering
372
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing City Department Status

9. The design, maintenance, inspection and reporting of all storm water systems, devices, and treatment systems by the Developer/HOA shall be in compliance with the West Placer Storm Water quality Design Manual and the State MS4 permit or current State requirements.

General
Condition
On-going
Engineering

10. If there is a conflict between the Project Development Agreement and the Conditions of Approval, the Development Agreement shall prevail.

General
Condition
City of Lincoln

11. As set forth in the City’s Public Facilities Element Fee (PFE program), the project is subject to Infrastructure and Capital Facility Impact Fees categories including but notlimited to, Wastewater Fee; Reclaimed or Raw Water Fee; Drainage Fee; Water Fee;Transportation Fee; and Community Services Fees which includes Parks, CityAdministration, Fire, Police, Solid Waste, and Library.

General Condition
Finance

12. * The Small Lot Vesting Tentative Map shall be subject to those provisions set forth in the approved Specific Plan (adopted by Resolution No. 2010-097, dated June 8, 2010)and General Development Plan for the Plan Area (adopted by Ordinance No.847B), asamended by Ordinance No. ___, and as may be subsequently amended General Condition
Engineering

13. The conditions of approval for the Small Lot Vesting Tentative Map supersede any and all conflicting notations, and information which may be shown on said Map.

General Condition
City of Lincoln

14. * The Small Lot Vesting Tentative Subdivision Map approval is valid for the term specified in the Village 7 Development Agreement.

General Condition
City of Lincoln

15. * All improvements and construction within the project shall be consistent with the Village 7 Specific Plan, General Development Plan, Development Agreement, Large LotVesting Tentative Map and Small Lot Vesting Tentative Map.

General Condition
City of Lincoln

16. One or more residential small lot maps may be recorded concurrent with or subsequent to the recordation of the Large Lot Final Subdivision Map. Also, the applicant may filemultiple final maps.

General Condition
Engineering
373
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing City Department Status

17. The Development Agreement allows for the project to be developed in phases. Upon submittal of Improvement Plans for the Small Lot Vesting Tentative Subdivision Map, the City Engineer/Community Development Director will review the project and determine the extent, timing and installation requirements of public facilities necessary to theprovision of public services to the subject parcel, provided such determination isconsistent with the Development Agreement. Such determination by the City is limitedto the following criteria: Any phase that serves more than forty-five (45) units shall provide two points of vehicular access, one of which can be an emergency vehicle access(EVA) if the EVA provides the ultimate second point of access; provide a looped water system capable of achieving fire flow, maximum day flow and pressure as required bythe applicable Improvement Standards; provide a sanitary sewer system which could consist of gravity mains and is connected to the wastewater treatment plant; provide a storm drainage system (including BMP’s) to adequately convey storm water to anultimate discharge point shown on the storm drainage master plan or to an interimdischarge point consistent with the extension to the ultimate discharge point; or torequire improvements necessary to comply with any other Federal, State or local agencyrequirements applicable to the project. All phases of development will require finalapproval by the Community Development Department, Police, and Fire Chiefs basedupon the ability to access each phase for regular and emergency City services, as well asthe provision of needed public utilities. The City reserves the right to requireimprovements outside of each phase if deemed appropriate to achieve needed levels ofservice for each phase.

Prior to approval of Improvement Plans
Engineering
DEVELOPMENT STUDIES/MITIGATION18. * The design of on-site water system improvements shall comply with the “Master Water Study for the Nader Property Specific Plan,” prepared by Wood Rogers, datedNovember 2004 and revised January 2006.

Prior to approval of Improvement Plans
Engineering
374
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing City Department Status

19. * The design of on-site sanitary sewer system improvements shall comply with the “Master Sanitary Sewer Study for the Lewis Property," prepared by Wood Rogers, datedDecember 2011.

Prior to approval of Improvement Plans
Engineering

20. * The design of the on-site storm drainage system improvements shall comply with the “Master Drainage Study for the Lincoln Lewis Property - On-Site Drainage Evaluation,”prepared by Wood Rogers, dated September 2011. In addition, prior to the approval ofimprovement plans, the applicant shall demonstrate that the design of the on-sitedrainage system complies with Section 10 of the City Design Criteria and ProceduresManual, specifically Table 10-1, “Allowable Street Encroachments” and Section 10-2 forminimum pad elevations adjacent to designated floodplains and overland routing offlood flows.

Prior to approval of Improvement Plans
Engineering

21. ** The design of storm water quality facilities to support development of Phase 1 shall comply with the “Technical Storm Water Quality Report for the Lincoln Village 7 Phase1,” prepared by MacKay and Somps, dated March 16, 2016.

Prior to approval of Improvement Plans

22. The Developer shall submit a soils report prepared by a soils engineer for the development including the park sites. The report shall identify any grading and/orfoundation soil problems on the lots and recommend any necessary corrective action tobe taken. The reports shall be submitted with the Grading Permit or Improvement Plans,whichever occurs first. The reports shall include sub-grade soil evaluation for roadwaydesign and provide suggested structural road sections.

Prior to approval of Improvement Plans
Engineering
375
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing City Department Status

23. For those improvements that affect regulated resources, the Developer shall have secured all required Environmental and Mitigation Permits for improvements prior toCity approval of Plans for the improvements affecting the regulated resources.

Prior to approval of offsite Improvement Plans that affect regulated resources.

Planning

24. The Developer shall provide the City with a copy of the approved 404 Permit and a 401 Certification to the Community Development Department.

Prior to approval of Improvement Plans that affect the regulated resources of Final Map.

Planning

25. ** The Developer shall inventory oak trees that will be removed as a result of development within the Phase 1 VTSM and shall mitigate loss of on-site oaktrees through the planting of replacement oak trees within the Village 7 openspace areas. Replacement trees shall be of 15 gallon size and total trunk diameter(inches DBH) of newly planted trees shall equal the total trunk diameter (inches DBH) ofremoved oak trees.

Prior to approval of Improvement Plans and Final Map
Engineering and Planning
376
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing City Department Status

26. ** Cultural Resources Mitigation Measure: An archaeological excavation consisting of one controlled unit (three feet by three feet by three feet) will be placed in the center of archeological resource V7-01 to determine if an archaeological deposit is present. If a deposit is not present, no further actions will be required. If a deposit is present, the resource boundarywill be covered or capped with fill dirt and a restriction will be established to avoid further disturbance (excavation) that would impact the deposit. Such restriction shall be noted of any final map that includes the area of the resource and shall be recorded on the individual residential lots to restrict activities within the resource boundary. A UAIC will monitor grounddisturbing activities associated with construction within a yet-to-be-defined sensitivity area that would be drawn around the resource boundary and the developer shall provide funding for the UAIC monitor.

Prior to approval of subdivision improvement plans, recordation of final map or site disturbance, whichever comes first Engineering and Planning
TRANSPORTATION/STREET IMPROVEMENTS 27. ** The configuration, location and timing of street improvements shall be as set forth in the Project Development Agreement and Specific Plan.

Prior to approval of Improvement Plans & Final Map
Engineering

28. Permanent emergency vehicle access points, (E.V.A.) shall be constructed in a minimum 20-foot wide easement with 12-foot wide travel lane or as approved by the FireDepartment and Community Development Department, pavement and aggregate baseand 2-foot wide aggregate base shoulders and shall be provided with a minimum verticalclearance of not less than 13-feet 6-inches (13’-6”). Structural section shall be determined during design. Gates, if installed in the easement, shall swing in the direction of travel and shall not impede access. A Knox Company padlock is to beprovided on all easement gates.

Prior to approval of Improvement Plans and Final Map
Engineering
377
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing City Department Status

29. Traffic striping, markings and signing shall be provided as required by the applicable City of Lincoln Design Criteria and Procedures Manual and Public Facilities Improvement Standards, as well as the California Manual of Uniform Traffic Control Devices, latestedition.

Prior to approval of Improvement Plans
Engineering

30. The Developer shall design and construct ADA compliant ramps to allow movement of bicycles from sidewalks to on-street bike lanes where bike/trail routes merge withfrontage sidewalks.

Prior to approval ofImprovement Plans & Final
Map
Engineering

31. Street names shall be reviewed and approved by the City. The applicant shall work with the City to determine appropriate names to be incorporated into street names asfeasible.

Prior to approval of Improvement Plans & Final Map
Planning
UTILITIES32. If determined necessary by the City, the Developer shall design and construct water sampling stations at locations approved by the City Engineer to allow for sampling of thewater supply system, pursuant to the State of California and the City of Lincoln.

Prior to approval of Improvement Plans & Final
Map
Engineering

33. ** The Developer shall design and construct reclaimed water facilities as specified in the Project Development Agreement and Specific Plan.

Prior to approval of Improvement Plans & Final Map
Engineering
378
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing City Department Status

34. The Developer shall comply with all provisions of the City’s Cross Control and Backflow Prevention Ordinance.

Prior to approval of Improvement Plans & Final
Map
Engineering
STORM WATER QUALITY/GRADING/DRAINAGE 35. For projects or development applications that involve less than 1 acre of grading, the Applicant shall submit an erosion control program with Improvement Plans to the Cityfor review and approval and shall implement the approved Plan. The Plan shall identify protective measures to be taken during excavation, temporary stockpiling, any reuse of disposal and re-vegetation. Specific techniques may be based on geotechnical reports,and shall comply with the then current City standards. During construction of any portion of phase of the project, no disturbed areas shall be left exposed for extended periods of time. The City Engineer will determine the timing and extent of re-vegetationrequired during approval of Subdivision Improvement Plans.

Prior to approval of Improvement Plans and Final Map
Engineering

36. Design and construct temporary culverts over natural channels for any stream crossings used during the construction phase. Construction equipment and vehicles must not crossstreams without a proper temporary culvert crossing.

Prior to
approval of Improvement Plans and Final Map
Engineering

37. In accordance with the City’s then current standards, no disturbed surface or soil shall be left standing through a winter season without erosion control measures, such as revegetation of exposed slopes. Temporary erosion control measures (such as silt fences, staked straw bales, etc.) shall be employed at the base of disturbed slopes until revegetation is established.

Prior to approval of Improvement Plans
Engineering
379
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing City Department Status

38. Design and construct energy dissipaters where drainage outlets discharge on erodible soil or into natural drainage ways. Temporary dissipaters may be used for temporary storm runoff outlets during construction phases. Permanent dissipaters shall beincluded for permanent outlets, unless the Erosion Control Plan indicates that conditionsrender it unnecessary (subject to the approval of the Community DevelopmentDepartment).

Prior to approval of Improvement Plans and Final Map
Engineering

39. Subject to permits issued by the Placer County Environmental Health Department, locate and properly abandon all septic systems and wells. Prior to abandoning any existingagricultural wells, the Developer shall use water from the agricultural wells for gradingand construction of the project or its phases.

Prior to Acceptance of Improvements or as determined on Improvement Plans Engineering
380
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing City Department Status
FLOODPLAIN/WETLANDS40. * Grading of the project shall comply with applicable FEMA regulations and the City’s Flood Damage Prevention Ordinance (Lincoln Municipal Code Section 15.32.) If the proposed grading results in changes to FEMA floodplain boundaries (as shown on theFlood Insurance Rate Map), the Applicant shall file requests to FEMA for map changes(i.e. CLOMR or LOMR), if necessary, in accordance with FEMA regulations, and shall beresponsible for any costs associated with processing these. A CLOMR has beenpreviously approved by FEMA for the project. Within six months of completion of grading, the Applicant shall submit a request for the LOMR, and shall work diligently andcooperatively with FEMA until an approved LOMR is issued. No building permits will be issued within the FEMA designated 100-year floodplain until a LOMR is issued, whichshows residential lots outside the 100-year (i.e. Zone A) and 50-year (i.e. Zone Shaded X)floodplain.

Approved CLOMR; prior to Construction within floodplain. Approved LOMR; application to FEMA within six months of completion of grading, and issued by FEMA prior to Building Permit issued for lots within the 100-year and 500-year
FEMA designatedfloodplain
Engineering
381
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing City Department Status

41. * All future grading shown on the tentative map, including proposed pad elevations, shall be subject to further review and approval by the City in accordance with applicableCity and FEMA requirements.

Prior to approval of Improvement Plans & Final Map
Engineering
FIRE42. The final design, layout and line capacity of water and hydrant systems will be subject to approval of the City Engineer in consultation with the Fire Chief prior to start of anyphase of underground utility construction.

Prior to approval of Improvement Plans & Final Map
Engineering

43. The final placement of fire hydrants shall be subject to the approval of the Fire Chief during the review of Improvement Plans and consistent with the then applicableimprovement standards for the City.

Prior to approval of Improvement Plans & Final Map
Engineering

44. Consistent with the locations provided in the approved Tentative Map, emergency access ways and pedestrian connections will be reviewed with Improvement Plans andbe approved by the Fire Department, Community Development Department, and CityEngineer.

Prior to approval of Improvement Plans & Final Map
Engineering
382
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

PARKS AND TRAILS 45. The Developer shall prepare Improvement Plans and construct the dedicated landscape corridors, trails and other open space facilities, in accordance with the ProjectDevelopment Agreement and Specific Plan. Landscape and Trail plans shall be approvedwith the Public Improvement Plans.

The following specifications shall be applied to trails in the project:
x Trails must be located to the satisfaction of the City Engineer, consistent with the Specific Plan and 404 permit as applicable.
x Provide a striped pedestrian crossing for the trail system when it crosses a public rightof-way. x Developer shall install all required signage for the trail.

Prior to approval of Improvement Plans and final Map.

Planning and
Engineering

46. The Developer shall design and construct open fencing along all open space, drainage corridors, and parkways consistent with the General Development Plan, constructed inaccordance with Plans and specifications approved by the City Engineer or designed andconstructed as identified in the Army Corps of Engineers approved Open SpaceManagement Plan.

Prior to approval of Improvement Plans and Final Map.

Engineering and Planning

47. ** The Developer shall prepare Improvement Plans for parks (Park A and Park B) and Major Paseos (Lots C through U) for City review and approval. Such plans shall addressfrontage improvements, grading and drainage, mobility improvements, landscaping andrecreational improvements.

Prior to approval of Improvement Plans and Final Map.

Engineering and Planning
383
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

LANDSCAPING48. As specified in the Village 7 General Development Plan, Landscape Plans shall include drought tolerant, low maintenance re-vegetation and landscaping plans andspecifications for landscaped corridors/landscaped medians, common parking lots,prepared by a registered landscape architect. The Plans shall to be the satisfaction of the Community Development Department, City Engineer and the Public Services Director.

The Plans shall be consistent with the General Development Plan and should blend theproject into its natural environment and reflect a design which is sensitive to water use,fire hazards, wildlife and view sheds. The Plans shall include but not be limited to:planting plans, species lists suited to Lincoln’s climate and soil conditions, Irrigation Plans and water usage calculations consistent with AB 1881 regarding water conservation,backflow devices for potable water uses, stabilization measures for cut and fill slopes and soil preparation methods. The project will be required to incorporate the use ofnon-potable water into the Irrigation Plans where available. In instances where nonpotable water is used, the piping and design specifications shall be standardsapproved by the Community Development Director and City Engineer.

Prior to approval of Improvement Plans and Final Map
Engineering

49. Where non-potable water is to be used, all provisions for its use are to be in accordance with the California requirements and subject to the City Engineer’s approval. The Community Development Director shall be notified 72 hours in advance of any newconstruction being undertaken for landscaped areas using non-potable water.

Prior to approval of Improvement Plans and during Construction Engineering
384
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

LIGHTING/DESIGN50. A Street Lighting Plan shall be submitted to the City with Improvement Plans prior to construction of each project phase. All street lights shall be LED and Smart Metered tothe satisfaction of the City Engineer. Street light poles where located in public right-ofway and maintained by City, shall be concrete and/or to the satisfaction of the CityEngineer. All street lights shall be in accordance with the Village 7 General DevelopmentPlan and to the satisfaction of the City Engineer. The selection of the lights and design of the lighting system shall be reviewed and approved by the Community Development Department and City Engineer. Streetlights and similar fixtures shall be directed awayfrom residences.

Prior to approval of Improvement Plans and Final Map
Engineering

51. The Developer shall review options with Community Development staff to minimize visual impacts and monotony in the design of any sound walls. If used, walls should beconstructed of masonry and utilize graffiti resistant materials. Wall design and materialsshall be subject City’s approval and according to the design standards in the GeneralDevelopment Plan and noise mitigation.

Prior to Improvement Plans and Final Map
Engineering and Planning
385
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

IMPROVEMENT PLAN NOTES

52. Dust control measures shall be established prior to construction of any phase of development pursuant to the requirements of the Mitigation Monitoring Plan.Additional dust control measures may be required by the City based upon siteconditions.

The following note shall be added to the Grading and/or Improvement Plans: “To minimize dust/grading impacts during construction, the Applicant shall:
a. Spray water on all exposed earth surfaces during clearing, grading, earth moving and other site preparation activities throughout the day.
b. Use tarpaulins or other affective covers on all stockpiled earth material and on all haul trucks.
c. Sweep the adjacent streets frontages at least once a day or as needed to remove silt and other dirt which is evident from construction activities. d. Ensure that construction vehicles are cleaned prior to leaving the construction site to prevent dust and dirt from being tracked off-site.
e. The City shall have the authority to stop all grading operations, if in opinion of City staff, inadequate dust control measures are being practiced or excessive windconditions contribute to fugitive dust emissions. f. The grading shall comply with the Mitigation Monitoring Program.” Prior to approval of Improvement Plans
Engineering

53. A note shall be added to the Grading Plans that states:
“Prior to the commencement of grading operations, the contractor shall identify the site where the deficit earthen material shall be borrowed. A report issued by a geotechnical engineer shall be submitted to verify that the imported materials are suitable for project fill. If the borrow site is within the City of Lincoln, the contractor shall show proof of all approved Grading Plans. Haul routes to be used shall be approved by the City Engineer.” Prior to approval of Improvement Plans
Engineering
386
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

54. A note shall be added to the Improvement Plans:
“Construction in the project shall take place between the hours of 7:00 A.M. to 5:00P.M., Monday through Friday, unless written approval is granted by the CommunityDevelopment Department allowing work for different days or hours.”“Radios and other musical equipment noise shall be played at levels consistent with the City of Lincoln standards so as to be contained on-site.” Prior to approval of Improvement Plans
Engineering

55. A note shall be added to the Improvement Plans:
“All contractors are required to deliver all construction related refuse collected in debrisboxes to the Western Placer Waste Management Authority Material Recovery Facility.The City reserves the right to require that a franchise agreement be approved with anyrefuse handler at any time during the construction process.” Prior to approval of Improvement Plans
Engineering

56. A note shall be added to the Improvement Plans:
“Seventy-two (72) hour notification must be given to the City of Lincoln prior todisinfection of any water mains. The contractor shall call the Public Services Departmentat 434-2450 to schedule disinfection and testing.” Prior to approval of Improvement Plans
Engineering

57. A note shall be added to the Improvement Plans:
“The Developer shall submit Environmental surveys in compliance with the mitigationmeasures. The Developer shall secure Community Development Department (Planning) approval that surveys are adequate and mitigation measures are incorporated into the Plan prior to start of any on-site construction.”
Prior to approval of Improvement Plans
Engineering and Planning

58. A note shall be added to the Improvement Plans:
“The Developer shall require their contractors to work with the Police Department in the development of security measures during construction to increase security of storedequipment and materials on-site and to minimize demands on police protection servicesduring project construction.” Prior to approval of Improvement Plans
Engineering
387
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

59. A note shall be added to the Improvement Plans:
“All construction contractors shall provide a Spill Prevention and Counter Measure Plan describing measures to insure proper collection and disposal of all pollutants handled or produced on the project site during construction, including sanitary wastes, cement, andpetroleum products. The Plan shall be submitted to the City’s Fire Department andCommunity Development Department prior to each phase of construction.” Prior to approval of Improvement Plans
Engineering
GRADING60. The Developer shall submit Blasting Plans (if required) for review and approval by the City Engineer prior to commencing any on-site blasting activities. At a minimum, theBlasting Plan is to include a description of the work to be accomplished, a statement ofthe necessity to accomplish the work, a description of alternatives to blasting considered but rejected, a description of steps taken to avoid hard rock areas, safety measures to be implemented. The Blasting Plan is to coordinate blasting activities with the Police,Community Development Department, and Fire Departments and specify the time andduration proposed for the activity. The Applicant shall provide 72 hours notification tothe above Departments of any scheduled blasting.

Prior to any blasting activities
Engineering

61. The Developer shall provide a grading and erosion control security plan in accordance with the City of Lincoln Design Criteria and Procedures Manual.

Prior to the issuance of the Grading Permit.

Engineering

62. Flagging, fencing, signage, and other devices shall be installed prior to grading on-site.

Fence locations shall be to the approval of the Community Development Departmentand shall require inspection prior to start of grading. Fencing should not be removed unless written approval is obtained from the Community Development Department.

Prior to Grading onsite
Engineering

63. Trees removed during site grading and construction shall be disposed of by means other than landfill or burning.

Prior to Grading onsite
Engineering
388
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

64. Trees not scheduled for removal adjacent to construction areas shall be temporarily fenced around their drip lines to prevent inadvertent damage during constructionactivity.

Prior to Grading
Engineering
FINAL MAP65. The Developer shall submit Joint Trench Plans for review by City Engineering Prior to Acceptance of Improvements or Final Map
Engineering

66. Prior to the approval of each Final Map, the Developer shall enter into a standard City Subdivision Agreement with the City identifying the public improvements, if any, to be constructed with each phase. The Developer shall provide security, in one of thestandard forms acceptable to the City Attorney and consistent with the Subdivision Map Act guaranteeing construction of the improvements. The City may accept proceeds from any bond sale for security in the manner authorized by Government Code Sections 66462(a)(2)(b) and 66499.5.

Prior to Final Map approval
Engineering

67. The Applicant shall provide to the Community Development Department copies of the Final Maps for each phase after the City Engineer’s approval but prior to City Council approval:
x Two digital copies of the Final Map in DWG format compatible with the City’s mapping and PDF
x One plot or print of the submittal
Prior to Final Map approval Engineering

68. Prior to recordation of a final map, the Subdivider shall file with the Placer County Clerk, a certificate from the Placer County Tax Collector’s Office indicating that no liens against the subdivision or any part thereof exist for unpaid State, County, Municipal or local taxes or special assessments collected with taxes, except those not yet due and payable.

Prior to Final MapRecordation
Engineering
389
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

69. Arrangements shall be made by the Subdivider during the review of Final Maps by the City for the abandonment of any existing easements and/or right-of-way no longerrequired as well as arrangements for the dedication of new easements and/or rights-orway required to carry out project conditions of approval. Separate document easements required by the City shall be prepared by a licensed land surveyor and submitted for review by the Community Development Department.

Prior to Final Map approval
Engineering

70. The Landowner shall convey all groundwater rights to the City of Lincoln with the recordation of any Final Maps.

Prior to recordation of Final Map
Engineering

71. The Owner shall dedicate public utility easements for underground facilities of a size established by City Standards and Specifications and consistent with the City’s franchiseagreements as part of each Final Map.

Prior to Final Map approval
Public Services

72. The words “traffic control appurtenances” shall be included in the list of utilities allowed in public easements (PUE’s) located along public roads.

Prior to Final Map approval
Engineering

73. The Developer shall consent to the City’s formation of, or annex to, a Drainage Maintenance Assessment District if deemed necessary by the City Engineer, as requiredby the Development Agreement.

Prior to Final Map approval
Engineering
390
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

74. The Developer shall provide a funding mechanism for the annual maintenance and operation of on-site public street lights, parks, landscaping, open space, water qualityfeatures, storm drain facilities, detention and retention facilities, and traffic signals,except those facilities maintained by the HOA. This funding mechanism may consist of aSpecial Tax, Assessment District, or endowment, at the discretion of the City. If theproject is within a current finance mechanism such as the City’s Landscaping & Lighting Assessment District No. 1, Benefit Assessment District No. 1, or CFD anexpenditure/revenue analysis should be completed if the number of units or amount of public improvements to be maintained have changed since preliminary approval to ensure the project will cover the costs of the annual maintenance and operation of the public improvements. Compliance with this condition shall be to the satisfaction of theCity Engineer. Annually the costs will be allocated proportionately against the individual lots in accordance with the benefits received. Annual adjustments shall be applied inaccordance with the Consumer Price Index as determined by the City to adjust the assessment for inflation as needed to meet any actual increased costs.

Prior to Approval of Improvement Plans/Final Map
Engineering

75. * Consistent with Section 3.9.1 of the Village 7 Development Agreement, if the City determines that there may be a shortfall in revenues needed to provide certain General Fund services to the Project, Developer agrees that either the Property may be annexed into the City’s Community Facilities District No. 2010-1 (the “Services CFD”) or alternatively agrees to consent to the City’sformation of a new Services CFD. If determined necessary by the City, such funding mechanismshall be established prior to the recordation of the first Large Lot Final Map on the Property.

Prior to Final Map approval
Engineering and Finance

76. * The Developer will participate in the Public Facilities Element Fee program as outlined in the Development Agreement.

Prior to Final Map approval.

Engineering

77. The Applicant with the assistance of the Fire Department and Community Development Department shall develop a Wildland Fire Management Program. The Plan shall provide for the maintenance of undisturbed vegetation in open space areas located on theproject site on an annual basis and be submitted to the City Police/Fire Department for approval prior to the recordation of any Final Small Lot Maps.

Prior to Final Map approval
Fire and Planning
391
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

78. In the event the project utilizes private Covenants, Conditions & Restrictions (CC&R’s) a copy of the CC&R’s shall be provided by the applicant to the City Attorney and Community Development Department for review and approval prior to recordation of any Small Lot Final Map.

Prior to Final Map approval
Planning

79. In the event that Homeowner Associations (HOA’s) are established for the project, the Developer shall be responsible for all cost of establishing the HOA and initial funding forits operation. The HOA responsibilities for ownership, operation, repair, maintenance, inspection and reporting shall be delineated in the formation documents. Facilities to be owned and maintained by the HOA shall be identified on each Final Map and set of Improvement Plans. Developer shall grant an easement to the City on the Final Maps for access and inspection of all facilities to be owned by the HOA. The HOA shall indemnify the City and define its liabilities and responsibilities. Once approved by the City as to form and content, the HOA shall be recorded and may not be amended or rescinded without first obtaining approval from the Community Development Department and CityAttorney. A provision reflecting this shall be incorporated in the recorded CC&R’s.

Prior to Final Map approval
Engineering

80. All small lot subdivisions shall be required to submit a Master Tree List Planting Plan for the residential development setting forth front yard trees in accordance with theadopted General Development Plan for Village 7. The Plan shall be subject to review andapproval of the Community Development Department.

Prior to Final Map approval
Planning

81. After recordation of the Final Map, the Developer shall provide to the City one copy of the recorded Final Map on Mylar.

Immediately after recordation of Final Map
Engineering
PRIOR TO CONSTRUCTION82. The Developer shall apply for and obtain an Encroachment Permit from the Community Development Department prior to any work conducted within the City right-of-way.

Prior to beginning construction
Engineering
392
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

83. The Developer, before performing construction activities within the project area and prior to each phase of development shall submit a construction schedule to the Fire Department to allow coordination of fire protection services during construction.

Prior to any construction activity
Engineering and Fire

84. The Developer shall consult with/notify the service provider of Gas, telephone, CATV and Electrical System Design Departments at the earliest available opportunity concerning allapplicable Development Plans, site improvements, and construction schedules. The project sponsors shall maintain contact with the service provider so that required facilities and easements will be developed in a coordinated manner.

Prior to construction
Engineering

85. An on-site meeting with the Developer, contractor, superintendent, engineers, and City representatives to review special procedures, limits of work, lines of authority and special conditions or procedures shall take place prior to any significant grading activity.

The Developer shall provide an organization chart displaying lines of authority andphone numbers for each individual shown in a supervisory capacity. The Developer shall designate in writing before the start of work an authorized representative who will have authority to act on behalf of the project. Said representative should be available on thejob site during all construction or accessible by phone. The representative shall also make any necessary arrangements with the City Engineer concerning extended oremergency work periods.

Prior to any construction
Engineering

86. All construction haul routes shall be approved by the Community Development Department prior to commencement of any construction activity Prior to any construction
Community Development
DURING CONSTRUCTION87. Consistent with the recommendations of a soils engineer and as approved by the City Engineer, grading should be scheduled to avoid seasonally high groundwater conditionsin swale areas.

During Construction
Engineering
393
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

88. For each phase of development, the Developer shall provide a specific geotechnical analysis to determine the suitability of excavated material (if proposed for use) asengineered fill, and trench backfilling, topsoil, or other types of reuse on-site such as landscaping fill in parks. If during construction the Developer identifies any unique unforeseen soils conditions, the Developer shall within 24-hours notify its geotechnicalconsultant to provide an analysis to the City Engineer for approval concerning anyremediation action.

During Construction
Engineering

89. The Developer/Contractor shall be responsible for the cleaning of all public streets during construction. The manner and frequency of street cleaning shall be determined by the Public Services Department based upon field conditions.

During construction
Engineering

90. For potable construction water, flows shall not exceed 500 gpm and 500,000 gallons per day subject to approval by the City. All flows shall be metered and monitored by theDeveloper. The cost of potable construction water shall be at a rate established by the City. Any use of potable water for construction shall be subject to availability asdetermined by the City.

During construction
Engineering

91. The project shall provide for a system to inform all contractors and subcontractors and other affiliated parties conducting business within the City that a Business License must be obtained from the City. Prior to the preconstruction meeting, the Developer shallsubmit to the City of Lincoln a list containing all parties doing business within the City as a result of the project. The City will check the list to ensure that each party has obtainedthe necessary Business License.

Prior to issuance of Building Permits and during construction Building

92. The Applicant may place a temporary sales building on the project site during project construction, subject to approval of the Community Development Department. TheDeveloper shall submit information to the Community Development Department regarding the location and services available to the structure as well as elevations of the temporary facility. Use of the facility will be subject to the approval of the Community Development Department.

During construction
Building
394
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

PRIOR TO ACCEPTANCE93. For each phase of development, the Developer shall prepare a Water Quality Maintenance and Operation Plan for all water quality features. The Maintenance and Operation Plan shall contain as a minimum a description of the constructed facilities, the design criteria, a description of the way the facility is expected to operate, a postconstruction Erosion Control Plan, and a description of maintenance activities required along with a schedule for each activity. The Maintenance and Operation Plan shall alsocontain a description of sampling, testing, and reporting requirements. The Maintenance and Operation Plan shall be subject to approval of the Public ServicesDepartment.

Prior to Acceptance of Improvements
Engineering/ Public Services

94. The Developer shall be responsible for repairing street damage caused by construction equipment on the street system to the satisfaction of the Community Development Department.

Prior to Acceptance of Improvements
Engineering

95. The Subdivider, through his/her engineer or surveyor, shall set sufficient durable monuments to conform to the standards prescribed in Section 8771 of the Business and Professional Code of California.

Prior to Acceptance of Improvements
Engineering

96. The project shall be required to underground all existing public utilities fronting Phase 1 of the project site, except that electric transmission lines of 60 KV and higher may beexcluded as determined by the City or PG&E.

Prior to Acceptance of Improvements
Engineering

97. If/where applicable, subject to the Applicant’s 404 Permit, sewer and water easements located in open space areas shall have an access road to valves and manholes approvedby the Community Development Department and constructed with a minimum easement width of 15-feet and providing an 8-foot wide pave section, acceptable to theCity Engineer with 2-foot wide aggregate base shoulders. (Any crossing of U.S. ArmyCorps of Engineers jurisdictional wetlands shall be in a steel casing.) Prior to Acceptance of Improvements
Engineering

98. Prior to the acceptance of each phase of improvements, the Developer shall provide the City with “As-Built Plans” in a mylar hard copy and the other on a computer disc in anAutoCAD format compatible with the City’s mapping acceptable to the Public ServicesDepartment.

Prior to Acceptance of Improvements
Engineering
395
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

99. Existing and proposed public facilities and improvements damaged during the course of construction shall be repaired by the Developer, at his expense, to the satisfaction of theCommunity Development Director.

Prior to Notice of Completion
Engineering
100. When improvements to landscape corridors and trails are completed to the satisfaction of the City Engineer and Community Development Department, the improved propertyshall be conveyed by a grant deed to the City, or HOA as applicable, for on-goingmaintenance, operation, repair and replacement. The Developer shall be responsible topay the direct cost associated with the performance of this work. If dedicated to theCity, the Developer shall be responsible for payment of costs until such time as the Citybegins collecting funds for this work or the cost of doing this work is incorporated into afinancing mechanism to fund the costs of this work.

Prior to the Acceptance of Improvements
Engineering, Community Development, and Public Services 101. The contractor shall be responsible for the televising of all sewer collection and transport facilities. A 72-hour notification, both written and verbal, shall be given to theCommunity Development Department prior to the televising of the sewer system. If notproperly notified the City may elect to require a retesting of the subject system.

Prior to Notice of Completion
Engineering
PRIOR TO BUILDING PERMIT102. Finished exterior grades shall be sloped away from foundations to provide removal of surface water runoff away from structures. All building pads shall be provided withdrainage away from foundations and to a properly controlled discharge system. No surface runoff should be allowed to flow from the pad over an unprotected slope.

Terraced lots should avoid uncontrolled discharge of surface water runoff onto adjoining lots.

Prior to approval of Plot Plans
Building and Engineering
103. Fire hydrants or other acceptable alternative approved by the City, providing service for construction sites shall be operational prior to combustible vertical building constructionbeginning.

Prior to issuance of Building Permits
Building
396
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

104. Typical Landscape Plans, prepared by a registered landscape architect, shall be submitted for private front yard landscaping prior to issuance of Building Permits forhomes. Such plans shall utilize drought tolerant landscaping, irrigation systems andplant materials that comply with then applicable City of Lincoln landscape standards.

Prior to Building Permit Issuance
Community Development
105. All private exterior lighting is to be uniform or complimentary throughout the project.

Private exterior lighting to be provided for all access driveways, parking areas and walkways so as to facilitate protection of private property and safe pedestrianmovement within the project site. Such lighting shall be accomplished in such a manner as not to illuminate adjacent properties or street which may be objectionable orhazardous. Detailed Construction Plans depicting the location and type of all lightingfixtures to be submitted and approved by the Building, Planning, and Police Departmentas part of the Construction Plans.

Prior to issuance of Building Permit
Building, Planning, and Police Department
106. The project shall be subject to the Western Placer Unified School District's Financing Plan.

Prior to issuance of Building Permits
Building
107. The Developer shall pay all applicable fees at time of issuance of the Building Permit. Prior to issuance of Building Permits
Building
108. The project shall be subject to the Placer County Capital Facilities Impact Fee. Prior to issuance of Building Permits
Building
109. The Developer shall comply with the Development Agreement regarding Park Dedication and Fees.

Prior to issuance of Building Permits
Building
397
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

110. Unless otherwise addressed in the Development Agreement, the development of any residential dwelling units shall be subject to the review and approval process of Design Review as set forth in the City’s Municipal Code.

Prior to the issuance of the Building Permits
Planning
PRIOR TO OCCUPANCY111. The Developer shall install all fire protection measures required pursuant to the then applicable City Standards. All residential units shall be fire sprinkled in accordance withthe 2010 California Fire Code, or the Fire Code in effect at the time of Building Permitapplication.

Prior to Final Inspection / Occupancy of each home
Building
112. All water meters shall be installed by the Public Services Department as per standards and specifications adopted by the City of Lincoln in June 2004 and as thereafteramended. A fee (applied city-wide) will be required for the cost and installation of eachmeter and may be adjusted annually based upon costs.

Prior to Final Inspection / Occupancy
Building
398
327-010-040-000 LINCOLN CITY OF 021-283-010-000 LINCOLN LAND HOLDINGS LLC 021-283-008-000 LINCOLN CITY OF 021-283-009-000 SWINGLE KEVIN & SWINGLE COREY 021-263-012-000 LINCOLN LAND HOLDINGS LLC 021-263-018-000 LINCOLN LAND HOLDINGS LLC 021-283-007-000 SNOW LAVERNE ALVES ET AL 021-283-006-000 DAVIS CHRISTIE K & JACKIE N 021-283-010-000 LINCOLN LAND HOLDINGS LLC 021-283-010-000 LINCOLN LAND HOLDINGS LLC 021-283-010-000 LINCOLN LAND HOLDINGS LLC FERRARI RANCH ROAD

WESTERN BOULEVARD
WESTERN BOULEVARD C Drive

CENTRAL BOULEVARD
1 2
3 45
6 78
910111213141516 17181920212223 242526272829 30 31 32 33 34 35 36 37383940414243 50 49 48 47 46 45 44 51 52 53 54 55 56 57 5859606162 63 66 65 64 676869707172737475767778 1 23
4 5
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8 91011 12 13 14 15 16 17 18 19 20 21 2223242526 27282930 31 32 333435363738394041 43 42 444546474849 505152 54 53 55565758596061 63 62 64656667686970 1 23
4 5678
9101112 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3435 36 39 38 37 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 596061626364 65 66 67 68 6970 717273 74 75 76 77 78 79 80 81 89 88 87 86 85 84 83 82 1 234
56 7
8 9 10 13 12 11 17 16 15 14 18 19 20 21 22 23 29 28 27 26 25 24 30 31 32 33 34 35 36 37 38 39 40 4142 434445 46 47 48 49 50 51 5253 56 55 54 57 58 59 60 61 62 67 66 65 64 63 68 69 70 71 72 77 76 75 74 73 10 9 8
7 6
5 4
3 2 1 17 16 15 14 13 12 11 181920212223242526 27 28 29 30 31 32 33 34 35 36 37 38 39 404142 55 54 53 52 51 50 49 48 47 46 45 44 43 56 57 58 59 60 61 62 63 64 65 66 67 68 697071 77 76 75 74 73 72 84 83 82 81 80 79 78 1 2
3 4
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9 10 11121314151617181920212223242526272829 31 30 32333435363738394041424344454647484950 51525354555657585960616263646566676869707172 1 2
34 56
7 89101112131415 161718192021 25 24 23 22 27 26 28 29 30 31 32 33343536373839404142434445464748 50 49 515253545556575859606162636465 6667686970717273747576777879 81 80 8283848586878889909192939495 WESTERN BOULEVARD A Drive
B Drive D Drive E Drive
G Drive F Drive
H Drive I Drive
O Drive
J Drive
M Drive
L Drive
N Drive K Drive L Drive
L Drive
E Drive H Drive R Drive
Q Drive
P Drive
U Drive S Drive
T Drive
S Drive
U Drive S Drive
S Drive
U Drive
E Drive L Drive Lot B Park 2.9± Ac Lot A Park 4.5± Ac Lot C Major Paseo 0.08± Ac Lot D Major Paseo 0.07± Ac Lot E Major Paseo 0.05± Ac Lot F Major Paseo 0.05± Ac Lot G Major Paseo 0.07± Ac Lot H Major Paseo 0.07± Ac Lot I Major Paseo 0.2± Ac Lot K Major Paseo 0.2± Ac Lot L Major Paseo 0.3± Ac Lot O Major Paseo 0.04± Ac Lot P Major Paseo 0.04± Ac FUTURE BRIDGE Future roadway
(south of traffic circle) Lot M Major Paseo 0.1± Ac Lot N Major Paseo 0.1± Ac Lot J Major Paseo 0.09± Ac Lot Q Major Paseo 0.09± Ac 80' 60' 52' 55' 55' 55'
80' 80'
55' 50' 55' 95'
160' 60' 52' 55' 55' 55' 95'
80' 60' 52' 55' 55' 55' 95' 95'
80' 80'
80' 80'
80' 80'
80' 80'
80' 60' 52' 55' 55' 55'
80' 80'
55' 50' 55' 95'
55' 50' 55' 59' 52' 55' 55' 55' 95'
80' 59' 52' 55' 55' 55'
80' 80'
80' 80'
80' 80'
80' 80' 95' 52' 48' 95' 55' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 80'
55' 50' 55' 80'
55' 50' 55' 45' 45' 45' 45' 45' 45' 45' 45' 80' 51' 45' 45' 45' 45' 80' 80' 53' 48' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 80'
80' 80'
80' 80'
80' 80'
80' 80'
80' 80'
80' 80'
80' 80'
80' 80'
80' 80'
80' 80'
80' 80'
80' 80' 80' 80'
80' 52' 47' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 46' 80' 80'
55' 50' 55' 80'
55' 50' 55' 45' 45' 45' 45' 45' 45' 46' 80' 52' 47' 45' 45' 45' 45' 80' 52' 47' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 46' 80' 80'
80' 80'
80' 80'
80' 80'
80' 80'
80' 80'
80' 80'
80' 80'
80' 80'
80' 80'
80' 80'
80' 80' 80' 80' 80'
45' 45' 45' 45' 45' 45' 45' 45' 28' 20' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 51' 83' 45' 45' 45' 45' 45' 45' 45' 45' 52' 86' 45' 45' 45' 45' 45' 45' 45' 84' 45' 45' 45' 45' 45' 45' 45' 45' 45' 80' 80' 80' 80' 80' 80' 82' 81' 72' 25'
69'
26'
80'
83'
83'
83'
83'
83'
83'
83'
83'
83'
83'
83'
83'
83'
83'
96'
97'
86'
37'
29'
62'
93'
91'
96'
93'
84' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80'
55' 55' 55' 55' 55' 55' 55' 55' 55' 65' 69'
70'
70'
61'
60'
114'
74'
55'
55'
59'
89'
70'
55'
30'
30'
56'
52'
52'
52' 52' 55' 55' 55' 55' 55' 55' 55' 55' 55'
87' 65' 55' 55' 55' 55' 55' 55'
70'
79' 80' 55' 55' 55' 55' 55' 55' 66' 65'
80' 65' 55' 55' 55' 55' 55' 55' 65'
87' 80'
87' 80'
87' 80'
87' 80'
87' 80'
87' 80'
87' 80'
60'
25'
82'
40'
23' 70'
63' 95'
80'
65'
62'
56'
81'
65'
66' 60' 60'
73' 70'
85'
85'
93'
80' 61'
53' 82'
82'
42'
93'
69' 80'
65' 55' 55' 60' 55' 73'
80'
102'
72'
64'
100'
50' 57' 54' 55' 55' 65' 80'
93'
49'
51' 54' 60' 55' 55' 65'
67'
87'
83'
87'
90' 80'
86' 80' 81' 80' 80' 80' 80' 80' 80'
85'64'
55'
59'
94'
55'
55'
55'
55'
65'
82'
65'
55'
55'
55'
56'
78'
78'
55'
67'
90'
55'
55'
55'
55'
65'
80'
82'
80'
82'
80'
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80'
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74' 76'
55'
56'
55'
55'
64'
73'
71'
54'
46'
60'
35'
41'
58'
81'
66'
71'
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58'
47'
74'
53'
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55'
86'
111'
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97'
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106'
85'
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132'
128'
110'
73' 9' 45'
81'
81'
81'
81'
81'
91'
71'
96'
32'
56'
68'
32' 66' 83' 81' 81' 81' 81' 81' 81'
52' 81'
52' 50' 50' 50' 50' 50' 50' 30' 52' 50' 50' 50' 50' 50' 34'
30'
39' 50' 50' 50' 50'
50'
51' 58' 80'
112' 50' 50' 50' 50' 50' 50' 50'
61' 59' 59'
59'
59'
83'
95'
76'
49'
54'
30' 50'
55'
54'
52'
52' 54' 63' 81'
63' 59' 70'
70'
56'
55'
63'
93'
89'
52'
60'
82'
43'
48'
48'
48' 48' 58' 81' 81' 81' 80'
86'
81'
87'
80'
84'
81'
82'
81'
80'
81'
60' 80'
65' 63'
63'
63'
69'
78'
46'
46'
46'
91' 32' 57'
50' 73'
79'
57' 50' 57' 53' 50' 50' 52' 87'
32'
51'
51'
47' 62'
64'
55' 127' 56'
47'
46'
47'
70'
122'
110'
99' 80'
87'
84'
83'
106'
93' 90' 87' 57' 50' 50' 50' 50' 57'
80' 57' 50' 50' 50' 50' 57'
80' 80' 57' 50' 50' 50' 50' 57'
80'
80'
80'
80' 80'
80' 80'
80' 80'
80' 80'
68' 58' 51' 50' 50' 50' 54'
67' 69' 50' 58' 50' 50' 66' 51'
66' 62' 51' 50' 50' 50' 56'
67' 69'
67' 69'
67' 69'
67' 69'
67' 69'
50' 48' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 46' 47' 25' 121'
68' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 48' 50' 81' 81' 81' 80' 78' 74' 70' 67' 67' 67' 67' 67' 67' 67' 67' 67' 68' 72' 79' 90' 104' 55' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 52' 67' 52' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 51' 67' 67' 59' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 52' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 67' 56' 50' 50' 50' 50' 50' 50' 45' 45' 45' 45' 45' 45' 45' 55' 72' 55' 45' 45' 45' 45' 45' 45' 45' 50' 50' 50' 50' 50' 50' 55' 72' 67' 60' 50' 50' 50' 50' 50' 50' 45' 45' 45' 45' 45' 45' 45' 55' 67' 72' 67' 72' 67' 72' 67' 72' 67' 72' 67' 72' 67' 72' 67' 72' 67' 72' 67' 72' 67' 72' 67' 72' 67' 72' 67' 72' 67' 94' 50' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 94' 94' 52' 42' 42' 52' 103' 52' 42' 42' 52'
103' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 50' 94' 103'
103'
103'
40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 50' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 45' 45' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 50' 93' 50' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 45' 45' 53' 96' 53'
83' 43' 96' 96' 96' 96' 96' 95' 95' 95' 95' 95' 95' 95' 94' 94' 94' 94' 94' 94' 94' 93' 93' 91' 80' 50' 60' 99' 50' 50' 50' 50' 50' 50'
57' 90'
57' 50' 50' 50' 50' 50' 50' 50' 50' 72'
104' 50' 60'
107' 50' 50' 50' 50' 50' 50' 50' 50' 57' 88'
50' 50'
104'
107' 98' 91' 98' 91' 98' 91' 98' 91' 98' 91' 98' 91' 94' 94' 90' 95' 87' 68' 50' 60' 91' 55' 55' 55' 55' 55' 50' 57' 92'
57' 50' 55' 55' 55' 55' 55' 98' 56'
50'
49'
124' 55' 55' 55' 55' 55' 50' 57' 87'
97'
106' 92' 87' 92' 87' 92' 87' 92' 87' 92' 87' 92' 87'
57' 50' 50' 50' 50' 50' 50' 50' 50' 73' 77' 84' 73' 45' 46'
50'
55'
65' 65' 51' 68'
111' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 54' 40' 51' 50' 50' 50' 130' 136'
62' 60' 50' 110'
50' 50' 50' 51'
51'
46' 44' 49' 50' 50' 50' 58'
26'
91'
34' 50'
50'
50' 52' 61' 59' 50' 50' 50' 50' 50' 103' 60' 50' 51'
39'
44' 50' 50' 50' 51' 40' 55' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 47' 38'
48' 49' 47'
48'
49'
50'
67' 39' 64'
30'
34' 50' 50' 50' 50' 50' 50' 50' 50' 57' 103' 103' 103' 103' 103' 103' 102' 97' 97' 95' 86'
22'
86'
18'
95'
97'
95'
95'
95'
101'
96'
94'
92'
116' 104' 103' 103' 102' 102' 101' 100' 96' 94' 92' 93' 98' 101' 101' 103' 109' 105' 124'
108'
103'
103' 100' 100' 100' 114' 128'
139'
134'
128'
121'
114'
104' 65' 55' 55' 55' 55' 55' 65'
100' 65' 55' 55' 55' 55' 55' 65'
100' 100' 65' 55' 55' 55' 55' 55' 66'
100'
100' 100'
100' 100'
100' 100'
100' 100'
100' 100'
100' 100'
60' 53' 53' 53' 53' 53' 53' 53' 53' 53' 53' 50' 49' 49' 49' 47' 101'
74'
56' 56' 55' 50' 53' 53' 53' 53' 53' 53' 53' 53' 53' 53' 60' 103' 103' 103' 103' 103' 103' 103' 103' 103' 103' 103' 103' 103' 104' 105'
104' 101'
58' 50' 50' 50' 50' 50' 50' 54' 53' 54'
60'
107'
107'
57'
50'
50'
57'
100'
57'
50'
50'
57'
118'
52' 57' 57' 59' 50' 50' 50' 50' 50' 50' 50' 58' 100'
58' 50' 50' 50' 50' 50' 50' 50' 51' 49' 48' 49'
60'
61' 64' 63' 100' 101' 100' 101' 100' 101' 100' 101' 100' 101' 100' 101' 100' 101' 100' 102'
101'
106'
103'
106'
107'
105'
109'
113'
374' 335'
394' 335'
30'
33'
100'
139'
303'
18'
226'
20' 20' 36'
86'
30'
30'
30'
30' L=88.98' R=210' S89°30'37"W 163.80'
N02°18'40"W 104.68' L=53.31' R=560'
N07°45'56"W 112.00' L=55.67' R=439'
N00°30'00"W 1066.02'
L=496.90' R=539' N52°19'14"E 121.99'
L=548.14' R=561' N03°39'44"W 21.00' N90°00'00"E 231.46' L=15.92' R=85' S25°34'23"W 60.35' L=16.14' R=65' S11°20'52"W 74.43' L=32.69' R=85'
S33°23'05"W 47.64' L=52.05' R=65'
S12°29'47"E 76.87'L=39.56' R=85' S14°10'14"W 29.79' L=38.66' R=85' S40°13'44"W 142.98' L=78.50' R=65' S28°57'59"E 59.71' L=52.22' R=85' S06°14'01"W 277.06' L=49.48' R=490'
S00°26'54"W 90.48' L=33.02' R=85' L=31.99' R=65'
S05°29'25"E 74.03'L=85.54' R=65' S80°53'17"E 48.39' L=114.15' R=85' S03°56'28"E 141.61' L=36.75' R=85' L=26.71' R=65'
S02°43'04"E 300.60' S04°22'42"E 79.48' S02°47'24"E 31.52' S01°01'11"E 232.57' S00°57'11"W 104.95' L=128.35' R=85' S87°28'20"W 184.67' L=73.49' R=160' N66°12'41"W 131.02'
S47°27'04"E 163.67' L=77.89' R=355' L=207.73' R=1008' L=37.93' R=67' L=155.68' R=392' S85°55'21"E 79.63' L=67.35' R=83' N47°35'00"E 56.73' L=52.14' R=392'
N55°12'14"E 39.95' L=61.50' R=392'
N64°11'33"E 70.05' L=79.24' R=83' L=135.21' R=142'
N64°03'08"E 225.87' L=29.77' R=67' N89°30'36"E 449.75'
N07°45'56"W 159.78' L=71.14' R=561'
N00°30'00"W 1066.02' L=278.44' R=661' N25°01'43"E 16.07' N64°58'17"W 62.38' L=105.57' R=250' N00°30'00"W 50.67' L=80.90' R=52' S89°30'00"W 691.57' S00°18'04"E 856.55' S89°29'59"W 897.46'
S00°30'00"E 1148.06' L=200.77' R=245' 13.8 ± AC N 14.2 ± AC G 78 LOTS - 50' x 100' (TYP.) VLDR Village 111.3 ± AC N 11.5 ± AC G 70 LOTS - 50' x 90' (TYP.) VLDR Village 2 15.2 ± AC N 15.4 ± AC G 89 LOTS - 55' x 80' (TYP.) VMDR Village 3 12.2 ± AC N 12.5 ± AC G 77 LOTS - 50' x 80' (TYP.) VMDR Village 4 10.2 ± AC N 10.3 ± AC G 84 LOTS - 45' x 80' (TYP.) VMDR Village 5 9.5 ± AC N 9.6 ± AC G 72 LOTS - 40' x 90' (TYP.) VMDR Village 6 11.1 ± AC N 11.3 ± AC G 95 LOTS - 45' x 67' (TYP.) VMDR Village 7 R=51'
R=25' R=29
R
'
=29'
R=350' R=21' R=21'
R=250'
R=25' R=51' R=29' R=450'
R=450' R=21'
R=21' R=450'
R=21'
R=21' R
=21' R=21'
R=21' R=21' R=21' R=21' R=250'
R=350
R=2
'1' R=2
5 4'
R=21' R=21' R=250'
R=350'
R
=21' R=21' R=21' R=21'
R
=21' R=21' R=21' R
=21'
R=21' R=21'
R=400' R=21' R=21'
R=21'
R=26
R
' =21' R
=21'
R=26' R
=21' R=25' R=29' R=51'
R=29'
R=52' R=7 ' R=21' R=21'
R
=21' R=21'
R=500' R=26' R
=21' R=21'
R=26' R=21' R=500'
R=21' R=21'
R=2
R
=
1' 21' R=21' R=21' R=2
R
=
1' 21'
R=21'
R=25'
R=450' R=29' R=51' R=29'
R=21'
R=500'
R=21' R=21'
R=2
R
1' =21'
R=500'
R=21'
R
=25
R
'
=2
R
=
1' 21'
R
=21
R
'
=2
R
=
1' 21'
R=52' R=77' R
=21' R=21' R=21'
R=21' R
=21' R=21' R
=21' R=21' R=500' R=500'
R=25
R
'
=21'
R=21'
R=21' R=21' R=29'
R=51' R=29'
R=250' R=250' R=29' R=
29' R=51'
R=250' R=25' R=21' R=21' R=250' R=25' R=29'
R=29' R=51'
R=250'
R=500'
R=750'
R=25'
R=250' R=47' R=7 ' R=16' R=21'
R=34' R=46' R=34' R=25' R=34' R=46' R=51' R=29'
R=52'
J
J
J
J
J
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JJ1
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J J1
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27'
R=21' R=26' I1
I
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C
D

A TENTATIVE SUBDIVISION MAP LIMITS
J
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41'
30'
Lincoln, CA AMENDED SMALL LOT VESTING TENTATIVE SUBDIVISION MAP (VILLAGE 7 PHASE 1) Sheet 1 of 3 October 14, 2021 TENTATIVE MAP NOTES N The basis of bearings of this survey is N27°06'14"W as shown on the "City of Lincoln ROS #2291" recorded in Book 16 of Surveys, at Page 105, records of Placer County, and was determined from monuments "A855" and "111". BASIS OF BEARINGS: SERVICE PROVIDERS: Park: Fire: Schools: Domestic Water: Sanitary Sewer: Storm Drainage: Electricity: Gas: Voice / Data Communications: City of Lincoln City of Lincoln Western Placer Unified School District City of Lincoln City of Lincoln City of Lincoln PG&E PG&E AT&T, Comcast, Wave Broadband TENTATIVE MAP INFORMATION APPLICANT: ENGINEER: ASSESSOR'S PARCEL NUMBER: SITE AREA: EXISTING USE: LOT SUMMARY 92.2 ± AC. Vacant / Agricultural A portion of 021-283-010 582: 565: 2: TOTAL LOTS Single-family Residential lots Park Lots 15: Major Paseo Lots PROPOSED USE: Zoning / Lincoln Village SP Designations: VLDR, VMDR, VPR & VOS OWNERS: Lewis Planned Commnities 9216 Kiefer Blvd. Ste 4 Sacramento, CA 95826 MacKay & Somps Civil Engineers, Inc. 1025 Creekside Ridge Drive, Suite 150 Roseville, CA 95678 916-773-1189 Lincoln Land Holdings, LLC 9216 Kiefer Blvd. Ste 4 Sacramento, CA 95826 Low Density Residential, Medium Density Residential, Park & Recreation, Major Paseo Reclaimed Water: City of Lincoln 1. Lot lines may be adjusted at the time of final map preparation provided the general lotting scheme is preserved and no new additional residential lots are created, subject to the approval of the city of Lincoln. 2. Pursuant to government code Section 66463.1, the subdivider may file multiple final maps based upon this map. The filing of a final map on a portion of this map shall not invalidate any part of this map. 3. This map may be phased provided public safety issues are addressed, subject to the approval of the city of Lincoln. 4. Modifications to utility service, access, and the parcelization scheme are permitted subject to review and approval of the city of Lincoln. 5. Lot numbering on this map is for identification purposes only and may differ on the final map/s. 6. Minor adjustment to the street pattern shown hereon is permitted provided the overall circulation pattern remains substantially the same, subject to the approval of the city of Lincoln. 7. Street names shown hereon are for identification purposes only. Final street name & right-of-way geometry will be determined at the time of final map and improvement plan preparation. 8. Lot dimensions and acreages shown on this map are illustrative only. Actual lot dimensions and acreages will be established with the final map/s. 9. All utility systems shown or implied by this map are subject to change at the time of final design with the approval of the city of Lincoln. 10. Additional easements to accommodate new public utility improvements, access required for lot development, open space or drainage improvements, slopes, or similar mapping requirements needed to accomplish the final design, may be added with each final map. 11. A minimum 10' public utility easement (PUE) will be located adjacent to all public street rights-of-way as established by this map. See street sections. 12. Grading shown on this map illustrates a preliminary grading concept and is subject to change at the time of final design. 13. Grading & utilities shown with screened linework for Village 7, Area 2 are based on approved technical studies, rough grading, and improvement plans prepared by others. 14. The proposed utilities shown hereon substantially conform to the approved technical studies. (by others). 7. Topographic information shown hereon is based on the City of Lincoln control point no. " BM A 855" elev. 127.877'. NGS benchmark disk stamped "A 855 1949" set in concrete monument 39'± East of E. SPRR rail, 31.5± West of centerline Industrial Ave. at curve 0.1± mi West of intersection with Hwy. 65 2.5± mi S. of Lincoln. NGS PID JS0897. 8. This application is for a development permit. 8' parking3' cg ROW 53' RIGHT-OF-WAY RESIDENTIAL STREET n.t.s.

J
CL 5' walkROW 5' pkwy 26.5' (Parking Both Sides) 8.5' travel lane 8' parking 3' cg26.5' type 2 c&g 8.5' travel lane 5' walk 5' pkwy 53' 10' PUE 10' PUE ROW is at the back of curb at village entries, schools, and parks. Therefore, at those locations, the overall ROW width is reduced correspondingly. * * 8' parking3' cg ROW 56' RIGHT-OF-WAY RESIDENTIAL STREET n.t.s. J1 CL 8' walkROW 5' pkwy 29.5' (Parking Both Sides / 8' walk one side) 8.5' travel lane 8' parking 3' cg26.5' type 2 c&g 8.5' travel lane 5' walk 5' pkwy 56' 10' PUE 10' PUE (West) (East) C 62' RIGHT-OF-WAY COLLECTOR WITH MEDIAN (no parking) n.t.s. CENTRAL BOULEVARD ROW CL62' type 5 curb 22' median 31' 3' cg 8' striped bike/NEV lane 7' pkwy 10' multi-use path 13' Accent fence or decorative wall (typ) 30' 12' travel lane 11' 31' 3' cg 8' striped bike/NEV lane 7' pkwy 10' multi-use path 13' 30' 12' travel lane type 2 c&g 11'

PL PL ROW
D 62' RIGHT-OF-WAY COLLECTOR WITH MEDIAN (no parking) n.t.s. CENTRAL BOULEVARD ROW CL62' type 5 curb 22' median 31' 3' cg 8' striped bike/NEV lane 7' pkwy 10' multi-use path 10' 27' 12' travel lane 11' 31' 3' cg 8' striped bike/NEV lane 7' pkwy 10' multi-use path 12' travel lane type 2 c&g 11' ROW (West) (East) A 74' RIGHT-OF-WAY ARTERIAL ROADWAY n.t.s. FARRARI RANCH ROAD ROW CL74' type 5 curb 12' median 37' 3' cg 8' striped bike/NEV lane 11' pkwy 10' multi-use path 113' linear parkway accustic setback (width varies) 11' travel lane 6' 37' 3' cg 8' striped bike/NEV lane 11' pkwy 10' multi-use path 113' linear parkway accustic setback (width varies) 11' travel lane type 2 c&g 6' ROW 12' travel lane 12' travel lane 8' parking3' cg ROW 40' RIGHT-OF-WAY COLLECTOR ROADWAY (off-site) I CL 10' walk ROW 15' pkwy 20' WESTERN BOULEVARD 12' travel lane 8' parking 3' cg 20' type 2 c&g 12' travel lane 40' (West/North) (East/South) n.t.s. (Informational only - See Improvement Plans by others)10' landscape 35' linear parkway / acoustic setback Accent fence or decorative wall (typ) PL 3' cg ROW 38' RIGHT-OF-WAY RESIDENTIAL STREET I1
CL 10' walk ROW 26' pkwy 14' (no parking) 11' travel lane 3' cg24'type 2 c&g 11' travel lane 38' (West) (East) 10' landscape 46' linear parkway Accent fence or decorative wall (typ) PL n.t.s. 5' walk 5' pkwy N.T.S. VICINITY MAP A portion of the south-half of the southeast quarter and a portion of the south-half of the north-half of the southeast quarter of Section 20, Township 12 North, Range 8 East, M.D.M. PROJECT DESCRIPTION: LIBERTY @ LINCOLN - AREA 2 399
327-010-040-000 LINCOLN CITY OF 021-283-010-000 LINCOLN LAND HOLDINGS LLC 021-283-008-000 LINCOLN CITY OF 021-283-009-000 SWINGLE KEVIN & SWINGLE COREY 021-263-012-000 LINCOLN LAND HOLDINGS LLC 021-263-018-000 LINCOLN LAND HOLDINGS LLC 021-283-007-000 SNOW LAVERNE ALVES ET AL 021-283-006-000 DAVIS CHRISTIE K & JACKIE N 021-283-010-000 LINCOLN LAND HOLDINGS LLC 021-283-010-000 LINCOLN LAND HOLDINGS LLC 021-283-010-000 LINCOLN LAND HOLDINGS LLC FERRARI RANCH ROAD

WESTERN BOULEVARD
WESTERN BOULEVARD C Drive
CENTRAL BOULEVARD 12345678910111213141516 17181920212223 242526272829 30 31 32 33 34 35 36 37383940414243 50 49 48 47 46 45 44 51 52 53 54 55 56 57 5859606162 63 66 65 64 676869707172737475767778 1234567891011 12 13 14 15 16 17 18 19 20 21 2223242526 27282930 31 32 333435363738394041 43 42 444546474849 505152 54 53 55565758596061 63 62 64656667686970 123456789101112 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3435 36 39 38 37 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 596061626364 65 66 67 68 6970 717273 74 75 76 77 78 79 80 81 89 88 87 86 85 84 83 82 12345678 9 10 13 12 11 17 16 15 14 18 19 20 21 22 23 29 28 27 26 25 24 30 31 32 33 34 35 36 37 38 39 40 4142 434445 46 47 48 49 50 51 5253 56 55 54 57 58 59 60 61 62 67 66 65 64 63 68 69 70 71 72 77 76 75 74 73 10 9 8 7 6 5 4 3 2 1 17 16 15 14 13 12 11 181920212223242526 27 28 29 30 31 32 33 34 35 36 37 38 39 404142 55 54 53 52 51 50 49 48 47 46 45 44 43 56 57 58 59 60 61 62 63 64 65 66 67 68 697071 77 76 75 74 73 72 84 83 82 81 80 79 78 123456 7 8 9 10 11121314151617181920212223242526272829 31 30 32333435363738394041424344454647484950 51525354555657585960616263646566676869707172 123456789101112131415 161718192021 25 24 23 22 27 26 28 29 30 31 32 33343536373839404142434445464748 50 49 515253545556575859606162636465 6667686970717273747576777879 81 80 8283848586878889909192939495 WESTERN BOULEVARD A Drive B Drive D Drive E Drive G Drive F Drive H Drive I Drive
O Drive
J Drive
M Drive
L Drive
N Drive K Drive L Drive
L Drive
E Drive H Drive R Drive
Q Drive
P Drive
U Drive S Drive
T Drive
S Drive
U Drive S Drive
S Drive
U Drive
E Drive L Drive Lot B Park Lot A Park Lot C Major Paseo Lot D Major Paseo Lot E Major Paseo Lot F Major Paseo Lot G Major Paseo Lot H Major Paseo Lot I Major PaseoLot K Major Paseo Lot L Major Paseo Lot O Major Paseo Lot P Major Paseo FUTURE BRIDGE Future roadway
(south of traffic circle) Lot M Major Paseo Lot N Major Paseo Lot J Major Paseo Lot Q Major Paseo Lincoln, CA AMENDED PRELIMINARY UTILITY PLAN (VILLAGE 7 PHASE 1) 10-14-2021 P:\18484\PLN\Applications\2021 Amendments\Phase 1 SLTSM Amendment\03-LV7-SLTM-PUP.dwg 11:18:18 gmaness Sheet 3 of 3 October 14, 2021 N LIBERTY @ LINCOLN - AREA 2 DESCRIPTION SEWER LINE PROPOSED EXISTING LEGEND SEWER MANHOLE WATER LINE BLOW OFF VALVE FIRE HYDRANT ASSEMBLY (SIZE INDICATED) (SIZE INDICATED) NON POTABLE WATER LINE (SIZE INDICATED) GATE VALVE BUTTERFLY VALVE 400
327-010-040-000 LINCOLN CITY OF 021-283-010-000 LINCOLN LAND HOLDINGS LLC 021-283-008-000 LINCOLN CITY OF 021-283-009-000 SWINGLE KEVIN & SWINGLE COREY 021-263-012-000 LINCOLN LAND HOLDINGS LLC 021-263-018-000 LINCOLN LAND HOLDINGS LLC 021-283-007-000 SNOW LAVERNE ALVES ET AL 021-283-006-000 DAVIS CHRISTIE K & JACKIE N 021-283-010-000 LINCOLN LAND HOLDINGS LLC 021-283-010-000 LINCOLN LAND HOLDINGS LLC 021-283-010-000 LINCOLN LAND HOLDINGS LLC P=124.5 P=124.3 P=124.1 P=123.8 P=123.8 P=124.0 P=124.2 P=124.2 P=123.9 P=123.5 P=123.5 P=123.7 P=123.7 P=123.6 P=123.4 P=123.2 P=123.2 P=123.4 P=123.6 P=123.9 P=124.2 P=124.2 P=124.0 P=123.8 P=123.9 P=124.2 P=124.5 P=124.8 P=124.9 P=125.4 P=125.7 P=125.7 P=125.7 P=125.5 P=125.2 P=125.0 P=124.8 P=124.6 P=124.4 P=124.2 P=124.0 P=123.8 P=123.4 P=123.3 P=123.7 P=124.0 P=124.2 P=124.5 P=124.7 P=124.9 P=123.7 P=124.1 P=124.4 P=124.5 P=124.5 P=124.3 P=124.3 P=125.4 P=125.4 P=125.6 P=125.6 P=125.6 P=125.3 P=124.8 P=125.0 P=124.4 P=123.9 P=124.1 P=124.3 P=124.5 P=124.7 P=125.0 P=125.3 P=125.5 P=125.7 P=125.9 P=126.1 P=126.3 P=123.0 P=122.8 P=123.0 P=123.1 P=123.1 P=122.9 P=122.8 P=123.0 P=123.1 P=123.1 P=123.0 P=122.7 P=122.5 P=122.5 P=122.5 P=122.4 P=122.1 P=122.0 P=122.1 P=122.4 P=122.8 P=122.5 P=122.7 P=123.0 P=123.2 P=123.4 P=123.6 P=123.9 P=124.1 P=124.3 P=124.5 P=124.8 P=124.5 P=124.5 P=124.3 P=124.0 P=123.8 P=123.6 P=123.4 P=123.1 P=122.9 P=122.0 P=122.2 P=122.2 P=123.6 P=123.8 P=124.0 P=124.2 P=124.4 P=123.6 P=123.8 P=124.0 P=123.7 P=124.1 P=124.0 P=123.8 P=123.6 P=123.4 P=123.1 P=122.9 P=122.4 P=122.4 P=122.4 P=122.9 P=122.9 P=123.2 P=123.2 P=122.9 P=122.9 P=123.0 P=119.2 P=119.3 P=119.6 P=119.6 P=119.5 P=119.2 P=119.0 P=118.8 P=118.6 P=118.4 P=118.2 P=118.0P=117.8 P=117.6P=117.7 P=118.0 P=117.6P=117.3 P=117.2 P=117.4 P=117.6 P=117.8 P=118.1 P=118.3 P=118.5P=118.7P=118.9 P=118.2 P=118.6 P=118.9 P=119.3 P=119.3 P=119.4 P=119.6 P=118.7 P=118.6 P=118.8 P=118.8 P=118.5 P=117.0 P=117.2 P=117.5 P=117.7 P=118.7 P=117.1 P=117.3 P=117.6 P=117.8 P=117.6P=117.4 P=117.5 P=117.3 P=117.0 P=116.8 P=117.3 P=117.3 P=116.8 P=118.8 P=118.6 P=118.3 P=118.0 P=117.7 P=117.4P=117.1 P=117.4 P=118.1 P=118.4 P=118.6 P=118.8 P=119.1 P=119.3 P=119.1 P=119.1 P=119.0 P=119.3 P=119.3 P=119.1 P=118.8 P=118.8 P=118.6 P=120.1 P=120.0 P=119.8 P=119.5 P=119.5 P=119.8 P=119.6 P=119.9 P=121.1 P=120.9 P=121.1 P=121.1 P=121.0 P=120.7 P=120.5 P=120.2 P=120.2 P=119.8 P=119.6 P=119.0 P=119.0 P=118.8 P=118.7 P=119.0 P=119.3 P=118.7 P=118.9 P=118.7 P=118.9 P=119.1 P=119.3 P=119.4 P=119.8 P=120.0 P=120.2 P=120.4 P=120.2 P=119.0 P=119.3 P=119.4 P=119.4 P=118.2P=118.6P=118.7 P=119.1 P=119.1 P=118.9 P=118.9 P=119.1 P=119.2 P=119.2 P=119.0 P=118.9 P=118.9P=118.9 P=119.5 P=119.3 P=119.1 P=118.5 P=118.7 P=118.8 P=119.9 P=120.5 P=120.2 P=120.5 P=119.8 P=120.2 P=120.2 P=119.5 P=119.9 P=120.0 P=120.0 P=119.7 P=119.5 P=119.9 P=120.0 P=120.0 P=119.7 P=119.9 P=120.2 P=120.4 P=119.3 P=121.1 P=121.1 P=121.0 P=120.9 P=120.7 P=120.5 P=120.3 P=120.1 P=120.0 P=119.8 P=120.2 P=120.2 P=120.4 P=120.4 P=120.6 P=120.7 P=120.9 P=119.8 P=119.6 P=119.5 P=119.7 P=119.9 P=119.9 P=119.8 P=119.6 P=119.4 P=119.8 P=120.1 P=120.1 P=119.9 P=119.7 P=119.5 P=119.5 P=119.7 P=119.8 P=120.0 P=120.2 P=120.3 P=120.3 P=119.4 P=119.6 P=119.4 P=119.1 P=119.5 P=119.7 P=119.9 P=120.0 P=120.2 P=120.4 P=120.4 P=120.2 P=120.0 P=119.9 P=119.7 P=119.5 P=119.1 P=119.5 P=119.7 P=119.9 P=120.1 P=120.2 P=120.4 P=120.4 P=120.2 P=120.0 P=119.9 P=119.7 P=119.5 P=119.3 P=119.7 P=119.9 P=121.0 P=120.8 P=120.6 P=120.4 P=120.3 P=120.1 P=120.4 P=120.6 P=120.8 P=121.0 P=121.2 P=121.2 P=120.1 P=119.2 P=119.4 P=119.2 P=120.1 P=120.5 P=120.6 P=120.4 P=120.6 P=120.8 P=120.9 P=121.2 P=121.4 P=121.6 P=121.8 P=121.9 P=122.1 P=122.3 P=122.5 P=122.7 P=122.9 P=123.0 P=123.2 P=123.4 P=123.6 P=123.7 P=124.0 P=124.1 P=124.3 P=124.5 P=123.4 P=124.6 P=123.3 P=123.2 P=123.0 P=122.9 P=122.7 P=122.5 P=122.4 P=122.2 P=122.1 P=121.9 P=121.7 P=121.6 P=121.4 P=121.3 P=121.1 P=120.9 P=120.8 P=120.6 P=120.5 P=119.9 P=120.3 P=120.5 P=120.6 P=120.8 P=120.9 P=121.1 P=121.3 P=121.4 P=121.6 P=121.7 P=121.9 P=122.1 P=122.2 P=122.4 P=122.5 P=122.7 P=122.9 P=123.0 P=123.2 P=123.3 P=123.4 P=124.8 P=124.6 P=124.4 P=124.2 P=124.0 P=123.8 P=123.6 P=123.5 P=123.3 P=123.1 P=122.9 P=122.7 P=122.6 P=122.4 P=122.2 P=122.0 P=121.8 P=121.7 P=121.5 P=121.3 P=121.1 121.5 P=121.3 P=121.1 P=121.5 P=121.1 P=121.3 P=120.9 P=121.1 P=121.3 P=121.5 P=121.7 P=121.8 P=122.6 P=122.8 P=122.9 P=123.1 P=123.3 P=123.5 P=123.7 P=123.8 P=124.0 P=124.2 P=124.4 P=124.6 P=124.7 P=124.9 P=125.2 P=124.3 P=125.3 P=124.2 P=124.0 P=123.8 P=123.5 P=123.3 P=123.1 P=122.9 P=122.6 P=122.4 P=122.2 P=122.0 P=121.7 P=121.5 P=121.3 P=121.1 P=121.1 P=121.4 P=121.6 P=121.9 P=122.1 P=122.4 P=122.6 P=122.8 P=123.1 P=123.3 P=123.5 P=123.7 P=124.0 P=124.2 P=124.4 P=124.3 P=124.3 P=124.1 P=123.9 P=123.7 P=123.5 P=123.3 P=123.1 P=122.8 P=122.6 P=122.4 P=122.2 P=121.9 P=121.7 P=121.5 P=120.2 P=120.0 EL=124.51 GB=123.66 GB=122.45 GB=123.25 GB=123.63 GB=122.80
GB=123.77
GB=122.95 GB=119.45 GB=120.06 EL=118.48 GB=118.87 GB=119.86 GB=118.34 GB=118.21 GB=118.60 GB=119.57 GB=120.32 GB=119.76 GB=118.01 GB=119.10 GB=118.01 GB=118.24 GB=118.75 GB=117.91 GB=118.39 GB=118.83 GB=118.02 GB=119.03 GB=118.37 GB=119.00 GB=117.94 GB=117.52 GB=118.01 GB=117.24 GB=117.82
GB=115.90
GB=115.53
GB=116.85
GB= 115.75
GB=116.04 EL=118.43
GB=115.10
GB=116.55
GB=117.61
GB=118.01
GB=117.23
GB=117.40 GB=117.73 GB=117.20 GB=118.03 GB=121.36
GB=117.93 GB=118.61 GB=118.02
EL=116.44
GB=116.07
GB=118.34 GB=117.63
EL=115.56
GB=117.74 GB=116.15
GB=115.70
GB=116.02 GB=115.86
EL=118.83
GB=116.09
GB=117.12
GB=118.09 GB=117.81
EL=119.21
GB=117.24 GB=117.79
GB=117.98 GB=118.65 GB=118.24
GB=117.38
GB=118.77
GB=118.21 GB=118.89
GB=117.00 GB=117.55 GB=118.30 GB=119.18 GB=119.89
GB=119.68
GB=119.59 GB=120.17
GB=121.02 GB=123.80
EL=120.00 GB=118.82 GB=119.69 GB=119.26
EL=124.03 GB=123.62 GB=123.51
GB=124.40
EL=124.78
GB=121.41 GB=122.25 GB=121.74 GB=122.72 GB=122.09
GB=123.30
GB=123.62
GB=122.06
GB=124.40 GB=123.37 EL=123.76 GB=121.76 GB=122.70 GB=121.42 GB=121.90 GB=123.07 GB=122.53 GB=121.11 GB=121.69 GB=121.12 GB=121.62
EL=121.23 EL=121.06 GB=120.83
GB=120.59
GB=121.08
GB=120.30 GB=120.66
GB=120.70
GB=120.77
GB=123.37 GB=124.16 0.40% 0.40% 0.40% 0.40% 0.40% 0.40% 0.40%

0.50% 0.40% 0.40% 0.40% 0.40% 0.40% 0.45% 0.40% 0.40% 0.40% 0.40% 0.40%

0.45% 0.40% 0.40% 0.40% 0.70% 0.40% 0.50% 0.40%

0.40%

0.45%

0.70%

0.40%

0.40%

0.40%

0.40% 0.50% 0.60 0.40% 0.40% 0.55% 0.50% 0.40% 0.40% 0.40%

0.65%

1.0%

0.40% 0.45%

0.50%

0.80%

0.40%

0.46% 0.50% 0.50% 0.45% 0.42%

0.40% 0.61% 0.35% 0.55%

0.40% 0.40%

0.50%

0.40%

0.40% 0.60% 0.55%

0.70% 0.45% 0.45% 0.49% 0.50% 0.40% 0.70% 0.40%

0.60%

0.60% 0.40%

0.40% 0.60% 0.50%

0.40%

0.40%

0.45%

0.40%

0.40% 0.40% 0.65% 0.40%

0.50%

0.40%

0.40%

0.40% P=119.7 P=117.8
3 5
6 4
4 2 FERRARI RANCH ROAD

WESTERN BOULEVARD
WESTERN BOULEVARD C Drive

CENTRAL BOULEVARD
1 2
3 45
6 78
910111213141516 17181920212223 242526272829 30 31 32 33 34 35 36 37383940414243 50 49 48 47 46 45 44 51 52 53 54 55 56 57 5859606162 63 66 65 64 676869707172737475767778 1 23
4 5
6 7
8 91011 12 13 14 15 16 17 18 19 20 21 2223242526 27282930 31 32 333435363738394041 43 42 444546474849 505152 54 53 55565758596061 63 62 64656667686970 1 23
4 5678
9101112 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3435 36 39 38 37 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 596061626364 65 66 67 68 6970 717273 74 75 76 77 78 79 80 81 89 88 87 86 85 84 83 82 1 234
56 7
8 9 10 13 12 11 17 16 15 14 18 19 20 21 22 23 29 28 27 26 25 24 30 31 32 33 34 35 36 37 38 39 40 4142 434445 46 47 48 49 50 51 5253 56 55 54 57 58 59 60 61 62 67 66 65 64 63 68 69 70 71 72 77 76 75 74 73 10 9 8
7 6
5 4
3 2 1 17 16 15 14 13 12 11 181920212223242526 27 28 29 30 31 32 33 34 35 36 37 38 39 404142 55 54 53 52 51 50 49 48 47 46 45 44 43 56 57 58 59 60 61 62 63 64 65 66 67 68 697071 77 76 75 74 73 72 84 83 82 81 80 79 78 1 2
3 4
5 6
7 8
9 10 11121314151617181920212223242526272829 31 30 32333435363738394041424344454647484950 51525354555657585960616263646566676869707172 1 2
34 56
7 89101112131415 161718192021 25 24 23 22 27 26 28 29 30 31 32 33343536373839404142434445464748 50 49 515253545556575859606162636465 6667686970717273747576777879 81 80 8283848586878889909192939495 WESTERN BOULEVARD A Drive
B Drive D Drive E Drive
G Drive F Drive
H Drive I Drive
O Drive
J Drive
M Drive
L Drive
N Drive K Drive L Drive
L Drive
E Drive H Drive R Drive
Q Drive
P Drive
U Drive S Drive
T Drive
S Drive
U Drive S Drive
S Drive
U Drive
E Drive L Drive Lot B Park Lot A Park Lot C Major Paseo Lot D Major Paseo Lot E Major Paseo Lot F Major Paseo Lot G Major Paseo Lot H Major Paseo Lot I Major PaseoLot K Major Paseo Lot L Major Paseo Lot O Major Paseo Lot P Major Paseo FUTURE BRIDGE Future roadway
(south of traffic circle) Lot M Major Paseo Lot N Major Paseo Lot J Major Paseo Lot Q Major Paseo 7 APPROVED CLOMR WSE 112.97
APPROVED CLOMR WSE 116.26
APPROVED CLOMR WSE 117.40
APPROVED CLOMR WSE 118.40
APPROVED CLOMR WSE 119.86
APPROVED CLOMR WSE 122.62

APPROVED CLOM
WSE 124.00 APPROVED CLOMR WSE 124.25 APPROVED CLOMR WSE 124.34 APPROVED CLOMR WSE 124.46
APPROVED LOMR WSE 125.02 APPROVED CLOMR WSE 125.68
3450.243
4348.546
4959.054
5336.286
5944.316 6886.930 7174.227 7414.774 7681.342 7932.191
8655.396 9390.554
APPROVED CLOMR WSE 120.52 6719.628 APPROVED CLOMR WSE 120.51 5616.440 APPROVED CLOMR WSE 120.51 6362.747 APPROVED CLOMR WSE 120.34
6090.980 APPROVED CLOMR WSE 120.28 6082.530
APPROVED CLOMR WSE 119.25 5776.407
5495.511 APPROVED CLOMR WSE 118.78
5226.286 APPROVED CLOMR WSE 117.88
4693.838
APPROVED CLOMR WSE 116.99
4550.122
APPROVED CLOMR WSE 116.77
3980.510
APPROVED CLOMR WSE 114.81
APPROVED CLOMR WSE 125.26 8963.503
7 1
4 Lincoln, CAAMENDED PRELIMINARY GRADING PLAN (VILLAGE 7 PHASE 1) 10-14-2021 P:\18484\PLN\Applications\2021 Amendments\Phase 1 SLTSM Amendment\02-LV7-SLTM-PGP.dwg 13:27:13 gmaness Sheet 2 of 3 October 14, 2021 N LIBERTY @ LINCOLN - AREA 2 LEGEND PROPOSED DESCRIPTION EXISTING STORM DRAIN LINE STORM DRAIN MANHOLE DROP INLET INLET/OUTLET (SIZE INDICATED) SLOPE STREET GRADE CENTERLINE ELEVATION OVERLAND RELEASE P=125.7 117.20 0.60% PAD GRADE ELEVATION 35' PED / LSE / ACOUSTIC ESMT R/W 12.5' PUE IMPROVEMENTS PER "LEWIS PROPERTY - PHASE 1 INFRASTRUCTURE" (BY OTHERS) P/L PAD (PER PLAN) 3 - (NTS) 12.5' PUE SLOPE VARIES 2% MIN EX GROUND TYPE 2 C&G 2' 55' PED / LSE / ACOUSTIC ESMT R/W P/L & PROJECT BNDY 12.5' PUE IMPROVEMENTS PER "LEWIS PROPERTY - PHASE 1 INFRASTRUCTURE" (BY OTHERS) P/L 2' PAD (PER PLAN) 2:1
5 - (NTS) 12.5' PUE 20' TB PER PLAN EX 18" WATER MAIN PROTECT IN PLACE SLOPE VARIES 2% MIN EX GROUND TYPE 2 C&G 2' 40' PED / LSE / ACOUSTIC ESMT R/W P/L & PROJECT BNDY 12.5' PUE IMPROVEMENTS PER "LEWIS PROPERTY - PHASE 1 INFRASTRUCTURE" (BY OTHERS) P/L 2' PAD (PER PLAN) 2:1 10' ±
6 - (NTS) 12.5' PUE 3' EX 18" WATER MAIN PROTECT IN PLACE SLOPE VARIES 2% MIN EX GROUND TYPE 2 C&G 30' R/W 10' SW IMPROVEMENTS PER "LEWIS PROPERTY - PHASE 1 INFRASTRUCTURE" (BY OTHERS) P/L PAD (PER PLAN) 7 - (NTS) 7' LS EX GROUND TYPE 2 C&G 2' 1.5% 13' SLOPE VARIES 2% MIN (NTS) PAD (PER PLAN) PAD (PER PLAN) PAD (PER PLAN) PAD (PER PLAN) PAD DIFFERENTIAL (H > 0.5')
2:1
2:1 2' 1'
H

HPAD DIFFERENTIAL (H
< 0.5') NOTE: 1) UNLESS OTHERWISE NOTED ON THE PLANS
(1)
(1) 2' TO FACE OF WALL RETAINING WALL PER MANUFACTURER RECOMMENDATIONS OR CITY STD DETAILS PAD (PER PLAN) PAD (PER PLAN) P/L P/L P/LNOTE: 1) THE DETERMINATION OF RETAINING WALLS OR SIDE SLOPES FOR REAR AND SIDE YARDS SHALL BE DETERMINED DURING THE DESIGN PHASE AND PREPARATION OF IMPROVEMENT PLANS 1 - RETAINING WALL AS NEEDED PER MANUFACTURER RECOMMENDATIONS OR CITY STD DETAILS, HEIGHT VARIES PAD (PER PLAN) P/L 2' 10' 2' FUTURE CLASS 1 TRAIL1.5% 2' (NTS) 2:1 2' MATCH EX 2' 2'
2 -
2% MIN
(NTS) EX GROUND MATCH EX P/L VARIES (PER PLAN) 2' PAD (PER PLAN) 1.5% 10' FUTURE CLASS 1 TRAIL V DITCH 2:1 MAX. 2' 2:1 NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. 2. THE PROPOSED UTILITIES AND INFRASTRUCTURE SHOWN ARE CONCEPTUAL ONLY AND ARE SUBJECT TO REVISION. 3. UTILITIES MAY BE PHASED DEPENDING UPON THE DEVELOPMENT SEQUENCE OF THE PROJECT, SUBJECT TO THE REVIEW OF THE CITY OF LINCOLN. 4. THE EXISTING GROUND CONTOURS SHOWN ON THIS EXHIBIT REPRESENT THE EXISTING GRADE CONDITION AND ARE FOR PLANNING LEVEL STUDIES ONLY. 5. GRADING & UTILITIES SHOWN WITH SCREENED LINEWORK FOR LIBERTY @ LINCOLN - AREA 2, PHASE 1 ARE BASED ON APPROVED TECHNICAL STUDIES, ROUGH GRADING, AND IMPROVEMENT PLANS PREPARED BY OTHERS. 6. THE PROPOSED UTILITIES SHOWN HEREON SUBSTANTIALLY CONFORM TO THE APPROVED TECHNICAL STUDIES. (BY OTHERS) 7. TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON THE CITY OF LINCOLN CONTROL POINT NO. " BM A 855" ELEV. 127.877'. NGS BENCHMARK DISK STAMPED "A 855 1949" SET IN CONCRETE MONUMENT 39'± EAST OF E. SPRR RAIL, 31.5± WEST OF CENTERLINE INDUSTRIAL AVE. AT CURVE 0.1± MI WEST OF INTERSECTION WITH HWY. 65 2.5± MI S. OF LINCOLN. NGS PID JS0897. 8. OUTFALL STRUCTURES ARE A PART OF "LEWIS LINCOLN - MASS GRADE & DRAIN OUTFALLS". (BY OTHERS) 9. CONVERSION BETWEEN NAVD88 AND NGVD29 IS BASED UPON THE NGS DATA SHEET FOR THE POINT DESIGNATED " BM A 855". BASED ON THIS DATA POINT, THE VERTICAL DIFFERENCE IS 2.34 FEET. R/W 2.0% R/W 2.0% 2% 18' 20' 2.0% PAD 1:1 FRONT YARD UNDERCUT
HINGE
LINE
HINGE
LINE PAD TYPICAL CORNER LOT STREET SIDE YARD (UNLESS NOTED OTHERWISE) TYPICAL LOT FRONT YARD (UNLESS NOTED OTHERWISE) FUTURE SIDEWALK FUTURE SIDEWALK 2% (NTS) 2:1 MAX. FUTURE FINISH GRADE 10' 10' 10' 8' 1' CL UNDERCUT 117.20 0.60% 401
ATTACHMENT-4
402
EARTHWORK NOTES:

1. LIBERTY AT LINCOLN - AREA 2 VILLAGE 2 PROJECT WAS GRADED AS A PART OF LIBERTY AT LINCOLN - AREA 2 ROUGH GRADING. NO ADDITIONAL GRADING IS ANTICIPATED WITH VILLAGE 2.

AREA CUT(CY) FILL(CY) ADJUSTED FILL(10%)(CY) NET(CY)
VILLAGE 2 N/A N/A N/A TOTALS N/A N/A N/A N/A

UTILITY REPRESENTATIVES

UTILITY REPRESENTATIVES PHONE
U.S.A. UNDERGROUND SERVICE ALERT (800)227-2600
TELEPHONE AT&T JIM JOHNSON (530)888-2048
COMMUNICATIONS CONSOLIDATED WAYNE ANDERSON (916)786-1226 GAS
PACIFIC GAS & ELECTRIC MARY WESTFALL (530)889-3256 ELECTRIC FIRE CITY FIRE CHIEF (916)434-2416
WATER
SEWER PUBLIC WORKS STAFF (916)434-2450

STORM DRAIN
CABLE T.V. WAVE EVELYN CORTEZ (866)928-3123
(NTS)

VICINITY MAP

STREET BARRICADE
LEGEND

DESCRIPTION
TYPE 1 CURB, GUTTER & SIDEWALK

SANITARY SEWER

SANITARY SEWER MANHOLE

STORM DRAIN

STORM DRAIN MANHOLE

STORM DRAIN DROP INLET

BLOW-OFF VALVE ASSEMBLY

BUTTERFLY VALVE

FIRE HYDRANT

PROPOSED EXISTING

SURVEY MONUMENT WELL

SLOPE BANK

TEMPORARY CONSTRUCTION FENCE

STREET CENTERLINE

RIGHT-OF-WAY

GATE VALVE

STREET NAME SIGN

OVERLAND RELEASE
8"W WATER MAIN 8"W
8"SS 8"SS
12"SD 12"SD

SANITARY SEWER CLEANOUT

STREET LIGHT
FUTURE
8"W
8"SS
12"SD

STREET LIGHT PULL BOX
8"RW RECYCLED WATER MAIN 8"RW 8"RW

WATER LINE PROFILE (DUCTILE IRON PIPE)

WATER LINE PROFILE (PVC PIPE)
TYPE 2 CURB, GUTTER & SIDEWALK

AIR RELEASE VALVE
MacKay and Somps is not responsible for the accuracy or completeness of reproductions of this document generated by others from electronic PROJECT NO. SHEET OF REVISION CHECKED BY: NO. DATE: SCALE: DRAWN BY: DESIGNED BY: APPROVED BY DATE CITY OF LINCOLN CALIFORNIA COVER SHEET IMPROVEMENT PLANS FOR LIBERTY LINCOLN - VILLAGE 2 18484.A2.V2 1 T.C.T J.N.L. 1"=80' STAFF 1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678 (916) 773-1189

FOR MACKAY & SOMPS
NOTE: DATUM FOR THIS
PROJECT IS NGVD 29
IMPROVEMENT PLANS FOR:

LIBERTY AT LINCOLN

LINCOLN, CALIFORNIA
Know what'sbelow.

Callbefore you dig.

R
MACKAY & SOMPS CIVIL ENGINEERS, INC.

CONTACT: TYE SHEEHAN
1025 CREEKSIDE RIDGE DRIVE, SUITE 150
PHONE: (916) 773-1189
FAX: (916) 773-2595
LEWIS MANAGEMENT CORP.

CONTACT: PHIL RODRIGUEZ
9216 KIEFER BLVD
SACRAMENTO, CA 95826
PHONE: (916) 403-1703
OWNER/DEVELOPER:

ENGINEER:

ENGEO INCORPORATED
ADDRESS:

APPROVED BY:

MARK GILBERT, GE
2213 PLAZA DRIVE
ROCKLIN, CA 95765

THIS PLAN HAS BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE INTENT

AND PURPOSE OF THE GEOTECHNICAL ENGINEERING STUDY, PREPARED BY ENGEO INCORPORATED, PROJECT NO. 9328.000.000, DATED FEBRUARY 1, 2022
APPROVED BY:

CITY OF LINCOLN

ENGINEERING DEPARTMENT
DATE
RECORD DRAWINGS APPROVED BY:

CITY ENGINEER DATE

ESTIMATED EARTHWORK QUANTITIES

SITE PLAN
SCALE: 1"=80'
APPROVED BY:

DIVISION CHIEF

CITY OF LINCOLN

FIRE DEPARTMENT
DATE
WDID# 5S31C397402
Highway 193 Nelson Lane
Nicolaus Road
65 Highway 65
Twelve Bridges
Drive
Fiddyment Road U. P. R. R.

SUN CITY

LINCOLN HILLS

CITY OF LINCOLN

TWELVE BRIDGES

SUNSET INDUSTRIAL AREA

LIBERTY AT

LINCOLN
VILLAGE 2

SHEET INDEX

1. COVER SHEET

2. CITY OF LINCOLN GENERAL NOTES

3. MACKAY & SOMPS PROJECT SPECIFICATIONS & ABBREVIATIONS

4. TYPICAL SECTIONS AND DETAILS

5. WATER PLAN

6. UTILITY PLAN

7. ANTHEM DRIVE (W) PLAN & PROFILE
(STA 10+00.00 TO 14+92.29)

8. RESOLUTION WAY PLAN & PROFILE
(STA 10+00.00 TO 15+28.93)

9. REVELRY DRIVE (E) PLAN & PROFILE
(STA 10+00.00 TO 15+69.58)

10. ANTHEM DRIVE (S) PLAN & PROFILE
(STA 10+00.00 TO 11+98.44)

REVELRY DRIVE (S) PLAN & PROFILE
(STA 11+98.44 TO 14+74.83)

11. EROSION CONTROL PLAN

12. SIGNING AND STRIPING
STREET LIGHT PLAN (1)
SL-1 STREET LIGHT PLAN
PLAN NOTES:
(1) STREET LIGHT PLAN IS THE RESPONSIBILITY OF TJKM

TRANSPORTATION CONSULTANTS

STAKING REQUESTS
MACKAY & SOMPS SHALL BE NOTIFIED AT LEAST 48 HOURS (2 WORKING DAYS) IN ADVANCE OF THE NEED FOR CONSTRUCTION STAKING TO BEGIN. CONTRACTOR SHALL SCHEDULE HIS

EFFORTS TO ALLOW FOR THE TIME, AFTER THE FIELD CREW ARRIVES AT THE SITE, FOR STAKING NEEDS TO BE FULFILLED.

SWPPP NOTE

EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT SHALL BE IN SUBSTANTIAL

COMPLIANCE AT ALL TIMES WITH THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP)

PREPARED FOR THE PROJECT IN ACCORDANCE WITH THE STATE'S GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. ACCORDING TO STATE LAW, IT IS THE RESPONSIBILITY OF THE

PROPERTY OWNER THAT THE SWPPP IS KEPT UP-TO-DATE TO REFLECT CHANGING SITE

CONDITIONS AND IS AVAILABLE ON THE PROJECT SITE AT ALL TIMES FOR REVIEW BY LOCAL AND STATE INSPECTORS.

CONTRACTOR RESPONSIBILITY

CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED

CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME

SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;

THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO

NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,

INDEMNIFY AND HOLD THE CITY OF LINCOLN AND THE DESIGN CONSULTANT HARMLESS FROM

ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF

WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OF LINCOLN OR THE DESIGN CONSULTANT.

UNAUTHORIZED CHANGES & USES
UNAUTHORIZED CHANGES & USES: THE DESIGN CONSULTANT PREPARING THESE PLANS WILL

NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER.

ELECTRONIC LINEWORK

ELECTRONIC VERSIONS OF THE LINEWORK ON THIS PLAN MAY NOT BE CONSISTENT WITH

OTHER DIMENSIONS, NOTES, DETAILS, OR DESCRIPTIONS WHICH CONTROL THE INTENDED DESIGN. ELECTRONIC VERSIONS OF THIS PLAN ARE NOT TO BE USED TO ESTABLISH THE LOCATION OF PROPERTY OR IMPROVEMENTS IN THE FIELD.

FINISHED LOT GRADING

THE GRADING PLAN PREPARED BY MACKAY & SOMPS IS MEANT, AMONG OTHER THINGS, TO

ENSURE THAT ADEQUATE SURFACE DRAINAGE AWAY FROM AND AROUND THE HOUSE AND TO

THE STREET OR OTHER APPROVED DRAINAGE FACILITY CAN BE ACHIEVED WITHOUT ANY SUBSTANTIAL EARTHMOVING BEYOND THE INITIAL ROUGH GRADING OPERATION. IN ORDER TO

ACTUALLY ACHIEVE ADEQUATE DRAINAGE, FINISH GRADING AND LANDSCAPING, WHICH ARE

BEYOND MACKAY & SOMPS SCOPE AND CONTROL, MUST FAITHFULLY INCORPORATE THE

DRAINAGE CONCEPTS CONTAINED IN THE PLANS AND SPECIFICATIONS PREPARED BY MACKAY & SOMPS.

VILLAGE 2

VIN KAY, CITY ENGINEER
DISK SET IN CONCRETE MONUMENT 39'± EAST OF E. SPRR RAIL, 31.5'± WEST OF CENTERLINE INDUSTRIAL AVE. AT CURVE 0.1± MI WEST OF INTERSECTION WITH HWY. 65 2.5± MI SOUTH OF LINCOLN. NGS PID JS0897
BENCHMARK:

NGS BENCHMARK DISK STAMPED 'A 855 1949' ELEV. 130.210 NAVD 88 WORKING HOURS:
· 7:00AM TO 5:00PM MONDAY-FRIDAY
· WORK BETWEEN 8:00AM TO 4:00PM ON SATURDAY, SUNDAY AND HOLIDAYS REQUIRES A WRITTEN REQUEST TO THE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER 72 HOURS

PRIOR TO THE DESIRED CONSTRUCTION
NOTE: THE ELEVATIONS SHOWN WITHIN THIS PLAN SET ARE ON NGVD 29 DATUM.

TO CONVERT FROM NGVD 29 TO NAVD 88, ADD 2.333-FEET.

EXAMPLE: 127.877 (NGVD 29) = 130.210 (NAVD 88) JUNE 2025 12 0 40 80 160
SCALE: 1"=80' 6-05-2025 P:\18484\DES\IP\Area 2\V2\01-LL-VIL2-COVER.dwg [1] P:\18484\DES\IP\Area 2\V2\D-LL-VIL2-TBLK-ANNO.dwg [2] P:\18484\SRV\CS\D-CS-LIBERTY AREA 2.dwg [3] P:\18484\SRV\CS\D-CS-LIBERTY AREA 2.dwg [4] P:\18484\SRV\CS\D-CS-LIBERTY AREA 2.dwg [5] P:\18484\SRV\CS\D-CS-LIBERTY AREA 2.dwg 09:51:25 eganchenko MAINTENANCE NOTE:
· PUBLIC SUBDIVISION/INFRASTRUCTURE IS MAINTAINED BY THE CITY OF LINCOLN NOTES

1. IMPROVEMENT ACCEPTANCE BY THE CITY ENGINEER

SUBJECT TO RECEIPT OF A LETTER OF DETERMINATION

BY FEMA

2. VILLAGE 2 IMPROVEMENTS SHALL NOT BE ACCEPTED
PRIOR TO ACCEPTANCE OF VILLAGE 1 IMPROVEMENTS

AND TO THE SATISFACTION OF THE CITY ENGINEER

3. CITY ENGINEERS WRITTEN APPROVAL REQUIRED PRIOR TO

CONNECTION TO EXISTING WATER SYSTEM

TRIBUTE LANE
LOT H
LOT G
LOT J
LOT K
100 YR FLOODPLAIN

PRIOR TO LOMR

REVELRY DRIVE (S) INGRAM SLOUGH

VILLAGE BOUNDARY
6 12
14 17
20 31
42 45
49 54 53
60 63 61
64 65
66 2
36 37 39
72 22 23
86 90 89
10 11
25 26
27 30
34 35
36 37
38 50
55 57
58 59
62 67
69 70
3 34
69 70
76 74 73 71
30 33
34 36
88 1
2 3
4 5
8 9
13 18
21 22
29 33
39 46
48 56 51
1 38
78 75
26 27
32 35
37 87
91 7
15 16
19 23
24 28
32 40
41 44 43
47 52
68 33 35
79 77
24 25 26
28 29
31 38
39 LOT B
PARK

EXISTING
VILLAGE 4
VILLAGE 1

HONOR LANE

MEDAL DRIVE (S)

ANTHEM DRIVE (W) ANTHEM DRIVE (W)

RESOLUTION WAY

REVELRY DRIVE (E) BANNER DRIVE BANNER DRIVE (E) LIBERTY PARKWAY

INGRAM SLOUGH

REVELRY DRIVE (E)

HONOR LANE

ANTHEM DRIVE (S)

ENGEO INCORPORATED
ADDRESS:

APPROVED BY:

MARK GILBERT, GE
2213 PLAZA DRIVE
ROCKLIN, CA 95765

ESTIMATED EARTHWORK QUANTITIES LOT G
E

VILLAGE BOUNDARY
RNo. 65801 EGI STERED PROFESSI ONAL ENG I NEER

STATE OF CAL IFORN

C I V I L
IA
JENNI FER N. LANE
403
MacKay and Somps is not responsible for the accuracy or completeness of reproductions of this document generated by others from electronic PROJECT NO. SHEET OF APPROVED BY REVISION CHECKED BY: NO. DATE: SCALE: DRAWN BY: DESIGNED BY: DATE CITY OF LINCOLN CALIFORNIA CITY OF LINCOLN GENERAL NOTES IMPROVEMENT PLANS FOR LIBERTY LINCOLN - VILLAGE 2 18484.A2.V2 2 J.N.L. A.S. NONE STAFF 1552 Eureka Road, Suite 100, Roseville, CA 95661(916) 773-1189 JUNE 2025 12

FOR MACKAY & SOMPS
NOTE: DATUM FOR THIS
PROJECT IS NGVD 29 6-05-2025 P:\18484\DES\IP\Area 2\V2\02-LL-VIL2-NTS.dwg [1] P:\18484\DES\IP\Area 2\V2\D-LL-VIL2-TBLK-ANNO.dwg 10:23:37 eganchenko

CITY STANDARD NOTES

1. THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED

CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE

AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS

REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING

HOURS, AND THE CONSTRUCTION, CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD

CONSULTING ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION

WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CONSULTING ENGINEER.

2. ALL MATERIALS METHODS, AND WORKMANSHIP SHALL CONFORM TO THE CITY OF LINCOLN PUBLIC FACILITIES IMPROVEMENT STANDARDS, JANUARY2020 OR LATEST EDITION, OR MOST CURRENT

STANDARDS WHEN APPROVED, AND CALTRANS LATEST EDITION OR MOST CURRENT STANDARDS WHEN APPROVED (RANK SHALL BE IN ABOVE LISTED ORDER WHERE DISCREPANCIES EXIST). ALL

WORK IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER OR THEIR AUTHORIZED

REPRESENTATIVE CERTIFICATION FOR CONFORMANCE WITH CITY SPECIFICATIONS WILL BE REQUIRED FOR ALL MATERIALS USED ON THE PROJECT UNLESS SPECIFICALLY WAIVED BY THE CITY ENGINEER.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF LINCOLN CITY ENGINEER FOR A PRE-CONSTRUCTION CONFERENCE, 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES.

ALSO, CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 48-HOURS PRIOR TO COMMENCING WORK AND 24 HOURS PRIOR TO RESUMPTION AFTER INTERRUPTION. REQUESTS FOR INSPECTION OF PUBLIC FACILITIES SHALL BE GIVEN 48-HOURS IN ADVANCE, AND BE PERFORMED BY THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE.

4. THE CITY SHALL BE NOTIFIED 72 HOURS IN ADVANCE AND PROVIDED WITH A WORK PLAN PRIOR TO CONNECTING TO EXISTING PUBLIC INFRASTRUCTURE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF EXISTING PUBLIC AND PRIVATE

IMPROVEMENTS WITHIN THE WORK AREA AND SHALL ADEQUATELY BARRICADE PROJECT TO KEEP THE GENERAL PUBLIC FROM THE SITE. ANY DAMAGE TO CITY OR PRIVATE IMPROVEMENTS SHALL BE REPLACED BY THE CONTRACTOR.

6. THE TYPES, LOCATIONS, SIZES, AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS

CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZE, LOCATION, AND DEPTH OF SUCH UNDERGROUND UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE ALL UNDERGROUND FACILITIES. HOWEVER, THE CONSULTING ENGINEER CAN ASSUME NO RESPONSIBILITY

FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND FACILITIES

NOR FOR THE EXISTENCE OF OTHER BURIED OBJECTS WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE PLANS. IF NO ELEVATION IS SHOWN IN THE PLANS THE CONTRACTOR SHALL ASSUME THE ELEVATION TO BE UNKNOWN.

7. THE CONTRACTOR IS TO EXPOSE THE END OF EXISTING GRAVITY LINES FOR THE SURVEYOR TO VERIFY LOCATION AND DEPTH OF FACILITIES PRIOR TO CONNECTION OF PROPOSED UTILITY. ALL COSTS FOR SUCH EXCAVATION SHALL BE INCLUDED IN PRICES FOR VARIOUS ITEMS OF WORK.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING ALL CONFLICTS, ERRORS, OMISSIONS, ETC. TO THE CONSULTING ENGINEER IMMEDIATELY UPON DISCOVERY. IF SO DIRECTED BY THE

ENGINEER OR CITY ENGINEER, THE CONTRACTOR SHALL STOP WORK UNTIL MITIGATION CAN BE

MADE, ANY COSTS INCURRED RESULTING FROM THE CONTRACTOR'S FAILURE TO STOP WORK AS DIRECTED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

9. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE.

THE CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY, WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR THE CONTRACTOR, ON THE JOB SITE DURING ALL WORKING HOURS.

10. THE CONTRACTOR SHALL BE HELD RESPONSIBLE TO SEE THAT ALL SUBCONTRACTORS AND SUPPLIERS HAVE CURRENT CITY BUSINESS LICENSES. THE WORK WILL NOT BE ACCEPTED FOR COMPLETION UNTIL SUBMITTAL OF A COMPLETE LIST WITH LICENSE NUMBERS TO THE CITY.

11. THE CONTRACTOR SHALL MAKE A GOOD FAITH EFFORT TO RETAIN AND USE LOCAL VENDORS, SUPPLIERS. SUBCONTRACTORS AND LABOR, PROVIDED SAME ARE COMPETITIVE.

12. ALL CONTRACTORS USING TEMPORARY "HAUL AWAY" TYPE CONTAINERS OR TEMPORARY SANITARY FACILITIES SHALL BE RESPONSIBLE FOR THE BUSINESS LICENSES FOR USE OF SUBJECT FACILITIES.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL CURRENTLY APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. FOR INFORMATION, PLEASE CONTACT THE STATE INDUSTRIAL SAFETY DEPARTMENT (916-455-5818).

14. CONTRACTOR SHALL DELIVER ALL CONSTRUCTION RELATED REFUSE COLLECTED IN DEBRIS BOXES TO THE WESTERN PLACER WASTE MANAGEMENT AUTHORITY MATERIAL RECOVERY FACILITY.

15. THE CITY OF LINCOLN COMMUNITY DEVELOPMENT DEPARTMENT IS REQUIRING A THREE (3) YEAR WARRANTY ON ALL STREETS THAT ARE CONSTRUCTED DURING THE RAINY SEASON (OCTOBER 1 THRU MARCH 31), AND FOR STREETS WHERE UTILITIES ARE BEING INSTALLED DURING THIS TIME FRAME.

16. NO TRENCH WITHIN THE CITY RIGHT OF WAY AND PUBLIC UTILITY EASEMENT WILL BE ALLOWED TO REMAIN OPEN OVERNIGHT AND/OR ON WEEKENDS.

17. PONDING WATER IN THE LANDSCAPE MEDIANS WHILE UNDER CONSTRUCTION IS NOT PERMISSIBLE.

18. ALL IRRIGATION TRENCHES LEFT OPEN ADJACENT TO SIDEWALKS AND CURBS WILL NOT BE PERMISSIBLE.

19. PONDING WATER BETWEEN THE BUILDING PAD AND THE BACK OF WALK IS NOT PERMITTED.

EARTHWORK

1. ENGEO INCORPORATED SHALL PROVIDE OBSERVATION AND TESTING FOR COMPACTION AND

MATERIALS IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING STUDY BY ENGEO INCORPORATED, PROJECT NO. 9328.000.000 , DATEDFEBRUARY 1, 2022, AND ANY AMENDMENTS THEREAFTER, AND THE RECOMMENDATIONS OF THE DEPARTMENT OF PUBLIC WORKS. A SOILS

ENGINEER SHALL CERTIFY THAT THE VARIOUS ITEMS OF COMPACTION AND MATERIALS HAVE BEEN ACCOMPLISHED.

2. ALL COMPACTION TESTING SHALL BE PERFORMED BY THE GEOTECHNICAL ENGINEER IN ACCORDANCE

WITH THE GEOTECHNICAL ENGINEERING REPORT AND CITY'S SPECIFICATIONS AND SHALL BE PAID FOR BY THE DEVELOPER (OR CONTRACTOR IN CASE OF RE-TESTING). THOSE TESTS WITHIN THE

RIGHT-OF-WAY SHALL BE APPROVED BY THE CITY OF LINCOLN AND ALL TESTING OUTSIDE THE

RIGHT-OF-WAY SHALL BE CERTIFIED BY THE GEOTECHNICAL ENGINEER FOR THE PROJECT

3. ALL UNSUITABLE AND SURPLUS MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND

SHALL BE REMOVED FROM THE SITE UNLESS SPECIFIED OTHERWISE BY THE OWNER

4. SUFFICIENT EQUIPMENT SHALL BE AVAILABLE TO PROVIDE DUST CONTROL AT ALL TIMES DURING CONSTRUCTION. A WATER TRUCK SHALL BE USED, WHEN REQUIRED, TO MAINTAIN ADEQUATE DUST CONTROL. AREAS SURROUNDING THE WORK SHALL BE KEPT CLEAN AND RETURNED TO ORIGINAL CONDITION UPON COMPLETION OF CONTRACT.

5. ROUTES TO OR FROM THE PROJECT, IF REQUIRED, FOR HEAVY EQUIPMENT AND MATERIALS SHALL BE APPROVED BY THE CITY ENGINEER. AS IT RELATES TO EXISTING CITY STREETS, THE CITY REQUIRES

A CONSTRUCTION ROUTE PLAN FOR CONSTRUCTION TRAFFIC BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION FOR APPROVAL BY THE CITY ENGINEER.

6. EROSION CONTROL HYDROSEEDING SHALL BE APPLIED TO ALL GRADED OR DISTURBED SOILS WITHIN THE WORK AREA AFTER COMPLETION OF IMPROVEMENTS PRIOR TO OCTOBER 15TH IF LANDSCAPING HAS NOT BEEN INSTALLED.

7. WINTERIZATION NOTE - THE FOLLOWING ARE REQUIRED IF GRADING AND CLEARING IMPROVEMENTS ARE INCOMPLETE BY OCTOBER 15TH; EROSION PROTECTION ON SLOPES 10: 1 OR STEEPER AND SWALES WITH SLOPES 2% OR GREATER.
1) NO SEDIMENT SHALL LEAVE THE PROJECT AREA
2) GRADE GUTTER SAG POINTS TO DRAIN. PROVIDE FOR DRAINAGE OF IMPROVEMENTS. 3) PREVENT SEDIMENTATION IN EXISTING STORM DRAIN SYSTEM AND CLEAN PIPES PER SEC 110N SS 60-05 (CALTRANS SPECS).
4) SEAL OFF ALL SANITARY SEWER CONNECTION TO EXISTING SYSTEMS. 5) IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN WINTERIZATION FACILITIES AT ALL TIMES OR UNTIL IMPROVEMENTS ARE FINAL.

8. WHEN COMPACTION CANNOT BE DETERMINED BY SPECIFIED TEST METHODS, THE CONTRACTOR SHALL PROPOSE A METHOD TO ACHIEVE REQUIRED DENSITIES. THE METHOD MUST BE REVIEWED

AND APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER AND CITY ENGINEER PRIOR TO IMPLEMENTATION. ANY WORK DONE PRIOR TO APPROVAL MAY BE REJECTED. A FULL TIME GEOTECHNICAL INSPECTOR SHALL BE PRESENT TO OBSERVE PERFORMANCE OF BACKFILLS. THE CITY RESERVES THE RIGHT TO REJECT ANY BACKFILL WHERE INSPECTOR IS NOT PRESENT.

SEWER

1. ALL SANITARY SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, BE

INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS, AND BE IN ACCORDANCE WITH THE CITY OF LINCOLN PUBLIC FACILITIES IMPROVEMENT STANDARDS.

PIPE ALTERNATIVES FOR MAINS AND SERVICES SHALL BE:
a. PVC SDR 26 PIPE
b. EXTRA STRENGTH VITRIFIED CLAY PIPE BELL AND SPIGOT CONFORMING TO ASTM C700-C301, C828, C425 AND C12 STANDARDS
c. PIPES GREATER THAN 15" DIAMETER, PIPE BELL AND SPIGOT TO BE NEW HIGH STRENGTH CLASS
d. FORCE MAINS LESS THAN 6" DIAMETER TO BE POLYVINYL CHLORIDE PIPE SCHEDULE 80 e. FORCE MAINS 6" DIAMETER AND LARGER TO BE HIGH DENSITY POLYETHYLENE (HDPE) WITH BUTT-FUSED JOINTS AND WALL THICKNESS OF NOT LESS THAN DR11

2. EXISTING SEWER FACILITIES SHALL BE EXPOSED AND INVERTS VERIFIED PRIOR TO PLACEMENT OF PROPOSED PIPE.

3. ANY WATER ENTERING THE SANITARY SEWER SYSTEM TO BE CONSTRUCTED UNDER THESE PLANS SHALL NOT BE DISCHARGED TO THE EXISTING SYSTEM. PLUGS SHALL BE INSTALLED IN THE EXISTING

MANHOLES AS NECESSARY TO PERMIT PUMPING THE NEW SYSTEM CLEAR OF WATER AND DEBRIS PRIOR TO ACCEPTANCE. CARE SHALL BE EXERCISED IN LOCATING PLUGS TO AVOID INTERRUPTING SERVICE TO EXISTING CONNECTIONS. MORTAR AND BRICK PLUGS SHALL BE USED, INFLATABLE DEVICES ARE NOT SATISFACTORY.

4. ALL SANITARY SEWER INITIAL BACKFILL SHALL BE AS SHOWN ON CITY STD. SS-1

5. A VACUUM TEST SHALL BE DONE AFTER ASSEMBLY OF THE MANHOLE, BUT PRIOR TO BACKFILL. ALL LIFT HOLES SHALL BE FILLED WITH NON-SHRINK GROUT. ALL PIPES ENTERING THE MANHOLE SHALL

BE PLUGGED TAKING CARE TO SECURELY BRACE THE PLUGS FROM BEING DRAWN INTO THE MANHOLE. THE TEST HEAD SHALL BE PLACED INSIDE THE TOP OF THE CONE SECTION AND THE SEAL INFLATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. A VACUUM OF 10" OF MERCURY (APPROXIMATELY 5PSI) SHALL BE DRAWN AND THE VACUUM PUMP SHUT OFF. WITH THE VALVES CLOSED, THE TIME SHALL BE MEASURED FOR THE VACUUM TO DROP TO 9". ACCEPTABLE TIMES ARE: 60+ SECONDS FOR 48" MANHOLES, 75+ SECONDS FOR 60" MANHOLES, 90+ SECONDS FOR 72" MANHOLES, AND 120+ SECONDS FOR 84" MANHOLES. IF THE MANHOLE FAILS THE INITIAL TEST,

NECESSARY REPAIRS SHALL BE MADE WITH A NON-SHRINK GROUT WHILE THE VACUUM IS STILL BEING DRAWN. RETESTING SHALL PROCEED UNTIL A SATISFACTORY TEST IS OBTAINED. THE CONTRACTOR IS TO PERFORM THE TEST AND SUPPLY ALL TEST EQUIPMENT.

6. ALL BACKWATER VALVES, AS SHOWN ON THESE PLANS, ARE FOR LOCATION ONLY. ACTUAL DESIGN AND TYPE ARE PART OF HOUSE CONSTRUCTION. VALVE SHALL BE 4" SIZE WITH 4"SS SERVICE LINE, DEED RESTRICTIONS SHALL HOLD THE CITY HARMLESS FOR FAILURE OF BACKWATER VALVE.

7. SEWER MANHOLES SHALL BE A MINIMUM OF 60 INCHES IN DIAMETER IF (a) THEY EXCEED 15 FEET IN DEPTH OR (b) SERVICE PIPES 15 INCHES AND GREATER.

8. THE PROJECT SHALL BE RESPONSIBLE FOR THE TELEVISING OF ALL SEWER MAINS PRIOR TO ACCEPTANCE OF THE SEWER BY THE CITY. A 72 HOUR NOTIFICATION MUST BE GIVEN TO THE CITY ENGINEER PRIOR TO THE TELEVISING OF THE SEWER SYSTEM. ALL SEWER VIDEO TAPES/DATA ARE TO BE SUPPLIED TO THE CITY.

9. ALL SEWER SERVICE LATERALS SHALL JOIN THE MAIN BY MEANS OF A WYE RATHER THAN A TEE. (UNLESS OTHERWISE NOTED)

10. A STEEL BANDED “JIM” CAP MAY BE USED ON THE CLEANOUT TO GRADE PER STANDARD DETAILS SS-6 AND SS-7 IN LIEU OF THE THREADED PLUG REQUIRED ON THE DETAILS. ACCEPTABLE MATERIALS SHALL BE “BAND-SEAL END CAP” BY MISSION RUBBER, “QUIK CAP” BY FERNCO, OR EQUAL.

STORM DRAIN

1. STORM DRAIN REQUIREMENTS SHALL CONFORM TO THE CITY OF LINCOLN PUBLIC FACILITIES IMPROVEMENT STANDARDS AND BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, (50 YEAR SERVICE LIFE).

PIPE ALTERNATIVES SHALL BE:
a. ACRYLONITRILE-BUTADIENE-STYRENE (ABS): MEETING ASTM DESIGNATION D2680 b. HIGH DENSITY POLYETHYLENE (HDPE): TYPE S CONFORMING TO SECTION 64 OF CALTRANS STANDARD SPECIFICATIONS AND AASHTO SPECIFICATIONS M-294 e. POLYVINYL CHLORIDE (PVC):

SIZES 8"-15": D3034, SDR 35
SIZES 18"-27": F794, F2241, SDR 51
SIZES 30"-48": F794
f. REINFORCED CONCRETE PIPE (RCP): MEETING ASTM DESIGNATION C76 FOR CLASS I, II, III, IV, OR V.

2. THE CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL NEW DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING.

3. EXISTING STORM DRAIN FACILITIES SHALL BE EXPOSED AND INVERT VERIFIED PRIOR TO PLACEMENT OF PIPE.

4. THE CONTRACTOR SHALL NOT ALLOW ANY SEDIMENT TO BE WASHED INTO OR ENTER STORM DRAINAGE FACILITIES. SHOULD EXCESSIVE SEDIMENTATION OCCUR, THE CONTRACTOR SHALL BE

REQUIRED TO FLUSH OUT AND CLEAN THE FACILITIES AND BE APPROVED BY THE CITY ENGINEER PRIOR TO FINAL ACCEPTANCE.

5. A PUBLIC NOTICE SHALL BE PLACED ADJACENT TO ALL DRAIN INLETS IN ACCORDANCE WITH THE CITY STD. SD-30.

WATER

1. INSPECTION OF THE POTABLE WATER SUPPLY SYSTEM SHALL BE AS FOLLOWS:
a. THE CITY ENGINEER WILL INSPECT ALL POTABLE WATER SUPPLY UP TO THE DOWNSTREAM SIDE OF THE BACKFLOW PREVENTER/ METER SETTER.
b. THE PROPERTY OWNER/ APPLICANT SHALL BE RESPONSIBLE FOR THAT PORTION OF THE WATER SUPPLY SYSTEM FROM THE BACKFLOW PREVENTER/ METER SETTER TO THE BUILDING.

2. ALL WATER FACILITIES INCLUDING BUT NOT LIMITED TO LINES, SERVICE BOXES, VALVES, AND ALL

MISCELLANEOUS APPURTENANCES SHALL CONFORM TO THE CITY OF LINCOLN PUBLIC FACILITIES IMPROVEMENT STANDARDS AND SHALL MEET THE "LEAD-FREE" REQUIREMENTS AS DICTATED BY SECTION 1417 OF THE FEDERAL SAFE DRINKING WATER ACT. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR OBTAINING ALL NECESSARY INFORMATION, REQUIREMENTS, AND DRAWINGS

NECESSARY TO BID AND COMPLETE THE WORK SHOWN ON THESE PLANS, PER THE MANUFACTURER'S SPECIFICATIONS.

PIPE ALTERNATIVES SHALL BE:
a. POLYVINYL CHLORIDE PIPE (PUBLIC): MINIMUM CLASS 200 DR14 RATING CONFORMING TO AWWA C900 AND ASTM D 1784 FOR PIPE SIZES 6" TO 12"
b. DUCTILE IRON PIPE (PUBLIC): MINIMUM CLASS 350 AND CONFORM TO ANSI/AWWA C150/21.50 THICKNESS DESIGN FOR PIPE SIZES 16" TO 36" AND CEMENT MORTAR LINED c. CONTRACTOR HAS OPTION AT CONTRACTOR'S EXPENSE TO USE D.I.P. FOR PIPE SIZES 6" TO 12". ALL D.I.P. SHALL BE POLYWRAPPED PER CORROSION CONSULTANT'S RECOMMENDATIONS AND AS APPROVED BY THE CITY.
d. POLYVINYL CHLORIDE PIPE (PRIVATE): ASTM D-1784 SCHEDULE 40 (2" AND SMALLER) ASTM D-1784 SCHEDULE 80 (2-1/2" AND 3")

3. ONLY CITY STAFF IS AUTHORIZED TO OPERATE CITY VALVES. NOTIFY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO NEEDING VALVES OPENED OR CLOSED. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING AFFECTED CUSTOMERS ONE DAY BEFORE SHUT OFF.

4. FIRE HYDRANTS SHALL BE CLOW #2060 OR EQUAL APPROVED BY THE CITY ENGINEER. ALL HYDRANTS SHALL BE INSTALLED PER CITY STD W-11 UNLESS OTHERWISE NOTED ON THESE PLANS.

5. ALL RUNS OF NONMETALLIC WATER MAINS SHALL HAVE A NO. 10 GAUGE SOLID INSULATED SOFT-DRAWN COPPER WIRE PLACED 6" OVER THE TOP OF THE PIPE. THE WIRE SHALL BE STUBBED UP INSIDE EACH VALVE BOX AND DEAD END ASSEMBLY. ANY SPLICES SHALL BE SOLDERED OR USE WIRE NUT CONNECTIONS.

6. AT UTILITY CROSSINGS, MAINTAIN A MINIMUM 12-INCH VERTICAL CLEARANCE BETWEEN WATER LINES AND ALL OTHER FACILITIES. ALL SEWER/WATER CROSSINGS INCLUDING SERVICES, SHALL CONFORM TO STATE HEALTH DEPARTMENT REQUIREMENTS AND CITY STD. SS-10.

7. ALL VALVES SHALL BE FLANGED TO TEES AND/OR CROSSES. ALL MAINLINE VALVES 12-INCH AND LARGER SHALL BE BUTTERFLY VALVES. WHERE VALVE NUT IS GREATER THAN 36-INCH BELOW FINISHED GRADE, A VALVE OPERATING EXTENSION SHALL BE REQUIRED PER CITY STD. W-9.

WATER (CONTINUED)

8. THE CONTRACTOR SHALL NOT TAKE WATER FROM A HYDRANT WITHOUT FIRST OBTAINING A WATER METER BY APPLYING TO THE WATER UTILITY BILLING SECTION AT THE CITY HALL. THE CONTRACTOR SHALL NOTIFY THE CITY AT (916 645-3314 AND 916 645-4070 EXT. 224) 24-HOURS IN ADVANCE FOR INSTALLATION. A LOCATION MAP OF THE HYDRANT BEING USED SHALL BE SUBMITTED TO THE CITY.

9. WATER METER BOXES AND COVERS SUBJECT TO TRAFFIC SHALL BE TRAFFIC RATED REINFORCED CONCRETE.

10. ALL VALVES AND G-5 BOXES (EXISTING AND NEW) SHALL BE ADJUSTED TO GRADE AND SHALL HAVE SUITABLE PERMANENT MARKERS WHICH CANNOT BE COVERED UP.

11. ALL SINGLE WATER SERVICES LESS THAN 45’ LONG SHALL BE 1.5" TYPE K COPPER WITH 8 MIL POLYETHYLENE WRAP, COMPRESSION, OR AS NOTED. ALL DUAL WATER SERVICES AND SINGLE SERVICES 45’ AND LONGER SHALL BE 1-1/2" TYPE K COPPER WITH 8 MIL POLYETHYLENE WRAP, COMPRESSION, OR AS NOTED.

12. ALL FITTINGS SHALL HAVE RESTRAINED JOINTS. ALL BENDS 45° OR GREATER AND TEES SHALL HAVE BOTH RESTRAINED JOINTS AND THRUST BLOCKS.

13. FOR THRUST BLOCK DETAILS. SEE CITY STD. W-6 & W-6A.

14. CONTRACTOR SHALL NOTIFY CITY AT LEAST 72 HOURS PRIOR TO DISINFECTION OF WATERLINE SYSTEM, WITHOUT EXCEPTIONS.

15. ALL FITTINGS TO BE POLYETHYLENE WRAPPED PER CITY SPECIFICATIONS.

16. CONSTRUCTION WATER USAGE IS NOT AVAILABLE FROM MAY 1ST TO DECEMBER 1ST WITHOUT PRIOR WRITTEN APPROVAL FROM THE CITY OF LINCOLN PUBLIC WORKS DEPARTMENT.

17. THE CITY PUBLIC WORKS DEPARTMENT WILL CONDUCT WATER QUALITY TESTS. TESTS WILL NOT BE

PERFORMED UNTIL THE METER SETS ARE INSTALLED AND THE FIRE HYDRANTS HAVE BEEN RAISED OR LOWERED AS NECESSARY AND THE SYSTEM HAS PASSED THE PRESSURE TEST. CONTACT PUBLIC WORKS DEPARTMENT TO SCHEDULE WATER QUALITY TESTS.

18. WATER SERVICE SADDLES SHALL BE CC THREAD; JONES J996, MUELLER 13000 SERIES, A.Y.

MCDONALD 3805 C900, OR APPROVED EQUAL.

19. CORPORATION STOPS SHALL BE CC THREAD X COMPRESSION: JONES E-1937SG, MUELLER B 25008, A.Y. MCDONALD 74000 SERIES, OR APPROVED EQUAL. INSULATION NOT REQUIRED WITH POLYETHYLENE COATED COPPER SERVICES.

STREETS/PARKING

1. ALL STREET IMPROVEMENTS SHALL CONFORM TO THE CITY OF LINCOLN PUBLIC FACILITIES IMPROVEMENT STANDARDS.

2. SIDEWALK RAMPS SHALL BE CONSTRUCTED AT THE CENTER OF ALL CURB RETURNS, CURB RAMPS SHALL BE CONSTRUCTED IN CONFORMANCE WITH CALTRANS REVISED STANDARD PLAN RSP A88A, UNLESS OTHERWISE SHOWN ON PLAN.

3. EXISTING ASPHALT SURFACE SHALL BE SAWCUT TO A NEAT STRAIGHT LINE EITHER PARALLEL WITH

OR PERPENDICULAR TO, WHICHEVER MAY APPLY, THE STREET CENTERLINE AND THE EXPOSED BASE MATERIAL SHALL BE GRADED, RE-COMPACTED, AND RESEALED PRIOR TO PAVING. THE EXPOSED

EDGE OF ASPHALT AND VERTICAL FACES OF CURBS SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. ANY CONCRETE, ASPHALT, TREES, FENCES, AND/OR OTHER ITEMS WITHIN THE RIGHT-OF-WAY

THAT ARE OBSTRUCTIONS TO THE PROPOSED IMPROVEMENTS SHALL BE REMOVED AND SHALL BE INCLUDED IN PRICES FOR VARIOUS ITEMS OF WORK. PRIOR TO REMOVAL OF ANY OF THE ABOVE

MENTIONED ITEMS, APPROVAL BY THE CITY ENGINEER IS REQUIRED IF REMOVAL OF SAID ITEM IS NOT CALLED OUT ON THESE PLANS.

4. TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. IF TRAFFIC CONTROL PROCEDURES ARE DEEMED NECESSARY, THE CONTRACTOR SHALL CONFORM TO THE "WATCH HANDBOOK" AND CALTRANS TRAFFIC MANUAL. CITY ENGINEER APPROVAL IS REQUIRED PRIOR TO ANY DETOURING, DISRUPTION, OR INTERRUPTION OF THE NORMAL TRAFFIC FLOW.

CONSTRUCTION STAKING

1. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS.

2. NO FINAL ACCEPTANCE OF THE CONSTRUCTION SHALL BE ISSUED UNTIL THE SURVEY MONUMENTS

ARE IN PLACE AND THE CENTERLINE MONUMENT TIES ARE FURNISHED TO THE CITY ENGINEER'S OFFICE.

EROSION CONTROL AND WINTERIZATION

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PREVENT DISCHARGE OF SEDIMENT FROM

THE SITE TO ANY WATERCOURSE, DRAINAGE SYSTEM, OR ONTO ADJACENT PROPERTIES AND TO PREVENT DAMAGE BY EROSION OR DEPOSITION OF SEDIMENT WHICH MAY RESULT FROM THE WORK.

2. THE CONTRACTOR MUST COMPLY WITH ALL FEDERAL, STATE AND LOCAL GOVERNMENT LAWS AND

REGULATIONS RELATING TO THE DISCHARGE OF STORM WATER RUNOFF ASSOCIATED WITH

CONSTRUCTION ACTIVITIES WHETHER OR NOT THE REQUIRED FACILITIES OR METHODS ARE STATED ON THESE PLANS.

3. THE CONTRACTOR SHALL CONDUCT INSPECTIONS OF THE SITE PRIOR TO ANTICIPATED STORM EVENTS, (OCTOBER 15 TO APRIL 15) AND AFTER ACTUAL EVENTS TO IDENTIFY AREAS CONTRIBUTING

TO DISCHARGE OF STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY AND TO EVALUATE WHETHER EXISTING CONTROL PRACTICES TO REDUCE POLLUTANT LOADINGS ARE ADEQUATE.

4. ALL EROSION AND SEDIMENT CONTROL FEATURES SHALL BE MONITORED BY THE CONTRACTOR DURING ALL STORMS TO ENSURE CONTROL FEATURES ARE WORKING PROPERLY. ALTERNATE MEASURES MUST BE INSTALLED IF ORIGINAL MEASURES FAIL.

5. THE SWPPP PLAN FOR THIS PROJECT IS ON FILE WITH THE STATE REGIONAL WATER QUALITY

CONTROL BOARD (RWQCB), AND ALL AMENDMENTS THEREOF, AND SHALL BE IMPLEMENTED BY THE CONTRACTOR. THE PROJECT OWNER SHALL BE RESPONSIBLE FOR, AND SHALL DESIGNATE

APPROPRIATE PERSONNEL TO ASSURE THAT THE PROJECT IS MONITORED, INSPECTED, AND UPDATED

WITH REPORTS TO THE RWQCB BY CERTIFIED EROSION CONTROL INSPECTORS, TESTING LABORATORIES, DESIGNERS AND PROFESSIONALS AS REQUIRED BY THE RWQCB.

STRIPING

1. ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED PROJECT IMPROVEMENT PLANS AND SPECIFICATIONS, CALTRANS STANDARDS SECTIONS 84 AND 85, CALTRANS STANDARD PLANS, AND THE CALTRANS TRAFFIC MANUAL.

2. ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC MATERIAL AND CONFORM TO SECTION 84-2 OF THE STATE STANDARD SPECIFICATIONS. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL INCLUDE GLASS BEADS.

3. APPLICATION AND THERMOPLASTIC MATERIAL SHALL CONFORM TO THE CITY OF LINCOLN PUBLIC FACILITIES IMPROVEMENT STANDARDS.

GENERAL NOTES

1. WATER LINE DEFLECTION SHALL BE ACCOMPLISHED BY DEFLECTION AT THE JOINTS PER MANUFACTURER'S RECOMMENDATIONS AND PER CITY OF LINCOLN REQUIREMENTS. (MAX DEFLECTION 1° PER JOINT FOR PVC)

2. CONSTRUCTION SHALL STOP IF CULTURAL RESOURCES ARE SUSPECTED. IT IS POSSIBLE THAT PREVIOUS ACTIVITIES HAVE OBSCURED SURFACE EVIDENCE OF CULTURAL RESOURCES. IF SIGNS OF

AN ARCHEOLOGICAL SITE, SUCH AS ANY UNUSUAL AMOUNTS OF STONE, BONE, OR SHELL ARE

UNCOVERED DURING GRADING OR OTHER CONSTRUCTION ACTIVITIES, WORK SHALL BE HALTED WITHIN 100 FEET OF THE FIND AND THE CONTRACTOR SHALL NOTIFY THE CITY OF LINCOLN AND THE OWNER. A QUALIFIED ARCHEOLOGIST SHALL BE CONSULTED FOR AN ON-SITE EVALUATION.

ADDITIONAL MITIGATION MAY BE REQUIRED BY THE ARCHEOLOGIST.

3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS/MATERIALS LIST AND CONSTRUCTION METHODS TO CITY ENGINEER FOR REVIEW IN ADVANCE OF CONSTRUCTION. THESE SHOP DRAWINGS SHALL INCLUDE ALL APPURTENANCES, HORIZONTAL AND VERTICAL ALIGNMENT CHANGES AND PIPE ENDS.

4. ALL DRAINAGE INLETS SHALL INCLUDE A "NO DUMPING" PUBLIC NOTICE PER CITY DETAIL

5. ALL RADII AT CURB RETURNS REFER TO BACK OF CURB, UNLESS OTHERWISE NOTED.

6. RAW WATER IRRIGATION MAIN LINES THAT ARE 8" OR GREATER IN SIZE CROSSING STREETS AND BRIDGES SHALL BE DUCTILE IRON PIPE (CL 350) WRAPPED WITH 8 MIL POLYETHYLENE AND PLASTIC BACKFILL TAPE. MAINS LESS THAN 8" IN SIZE SHALL BE PURPLE PVC C900 CL 200 WITH PLASTIC BACKFILL TAPE.

7. ALL RAW WATER LINES SHALL BE WRAPPED WITH THE APPROPRIATE WARNING TAPE PER CITY STANDARDS.

GENERAL NOTES CONTINUED)

8. CURB AND GUTTER FLOWLINES AT D.I. LOCATIONS ON THESE PLANS ARE PROJECTED FLOWLINES ONLY. (FLOWLINE = LIP - 2") THEY DO NOT INDICATE GRATE ELEVATIONS.

9. 6" TO 12" WATER LINES SHALL BE LOCATED 6' FROM BACK OF CURB WITH TOP OF PIPE= GUTTER FLOWLINE -36” MINIMUM OR AS NOTED.

10. 16" TO 30" WATER LINES SHALL BE LOCATED 8' FROM BACK OF CURB WITH TOP OF PIPE= GUTTER FLOWLINE -42” MINIMUM OR AS NOTED.

11. ALL NON-WELDED D.I.P. WATER LINE JOINTS SHALL BE BONDED WITH INSULATED COPPER CABLE.

ALSO TEST STATIONS SHALL BE INSTALLED PER CORROSION ENGINEER'S RECOMMENDATIONS AND APPROVED PER CITY ENGINEER. CONTRACTOR TO OBTAIN CORROSION ENGINEER'S REPORT FOR DETAILED RECOMMENDATIONS AND SPECIFICATIONS.

12. TRAFFIC SIGNS MAY BE MOUNTED ON STREET NAME SIGNS IF LOCATED IN THE SAME VICINITY.

13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT, AFTER LAYING THE FINAL LIFT OF

ASPHALT CONCRETE, THE RAISED MANHOLE FRAME AND COVER SHALL CONFORM TO THE FINISHED SURFACE OF THE ROADWAY. FINISHED MANHOLE RIM ELEVATIONS SHOWN ON THE PLANS ARE TO BE USED AS A GUIDE ONLY.

14. STREET NAME SIGNS AND ALL TRAFFIC SIGNS SHALL CONFORM TO CITY STD. H-13 MODIFIED TO BE MOUNTED ON 1-3/4" X 1-3/4" UNISTRUT POSTS AND HAVE 8” DIAMETER FOUNDATIONS.

15. THE CITY REQUIRES ENCROACHMENT PERMITS FOR ALL CONSTRUCTION DONE IN THE RIGHT OF WAY

INCLUDING, BUT LIMITED TO, THE CONSTRUCTION OF WATER, SEWER, STORM DRAIN, STREET IMPROVEMENTS, AND DRY UTILITY CROSSINGS. THE ENCROACHMENT PERMITS SHALL BE ON FILE WITH THE CITY PRIOR TO CONSTRUCTION.

16. SLOPES SHOWN AROUND CUL-DE-SAC BULBS AND ELBOWS ARE BASED ON BACK OF CURB LENGTHS.

17. ONLY THOSE MANHOLES IN NON-PAVED AREAS SHALL HAVE BOLTED COVERS/GRATES, UNLESS OTHERWISE NOTED.

18. BARRICADES SHALL BE INSTALLED ONLY IF IMPROVEMENTS ARE NOT TO BE EXTENDED WITHIN THE SAME CONSTRUCTION SEASON.

19. THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT SITE SECURITY MEASURES TO THE SATISFACTION OF THE CITY OF LINCOLN POLICE DEPARTMENT.

20. ALL CONSTRUCTION EQUIPMENT AND STATIONARY NOISE SOURCES ARE REQUIRED TO HAVE EFFECTIVE MANUFACTURE INSTALLED MUFFLERS.

21. LOCATE EQUIPMENT WARM-UP AREAS, WATER TANKS, AND EQUIPMENT STORAGE AS FAR FROM EXISTING RESIDENCES AS FEASIBLE.

22. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UNDERGROUND UTILITIES, WHETHER OR NOT THEY ARE SHOWN ON THESE PLANS. WHERE MARKINGS ARE NEAR PROPOSED

EXCAVATIONS, THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES BY POTHOLING PRIOR TO EXCAVATION.

23. ALL CONTRACTORS ARE REQUIRED TO DELIVER ALL CONSTRUCTION RELATED REFUSE COLLECTED IN

DEBRIS BOXES TO THE WESTERN PLACER WASTE MANAGEMENT AUTHORITY MATERIAL RECOVERY FACILITY. THE CITY RESERVES THE RIGHT TO REQUIRE THAT A FRANCHISE AGREEMENT BE APPROVED WITH ANY REFUSE HANDLER AT ANY TIME DURING THE CONSTRUCTION PROCESS.

24. SEVENTY-TWO (72) HOUR NOTIFICATION MUST BE GIVEN TO THE CITY OF LINCOLN PRIOR TO DISINFECTION OF ANY WATER MAINS. THE CONTRACTOR SHALL CALL THE PUBLIC WORKS DEPARTMENT AT 434-2450 TO SCHEDULE DISINFECTION AND TESTING.

25. THE DEVELOPER SHALL SUBMIT ENVIRONMENTAL SURVEYS IN COMPLIANCE WITH THE MITIGATION MEASURES. THE DEVELOPER SHALL SECURE COMMUNITY DEVELOPMENT DEPARTMENT (PLANNING)

APPROVAL THAT SURVEYS ARE ADEQUATE AND MITIGATION MEASURES ARE INCORPORATED INTO THE PLAN PRIOR TO START OF AN ON-SITE CONSTRUCTION.

26. THE DEVELOPER SHALL REQUIRE THEIR CONTRACTORS TO WORK WITH THE POLICE DEPARTMENT IN

THE DEVELOPMENT OF SECURITY MEASURES DURING CONSTRUCTION TO INCREASE SECURITY OF

STORED EQUIPMENT AND MATERIALS ON-SITE AND TO MINIMIZE DEMANDS ON POLICE PROTECTION SERVICES DURING PROJECT CONSTRUCTION.

27. ALL CONSTRUCTION CONTRACTORS SHALL PROVIDE A SPILL PREVENTION AND COUNTER MEASURE

PLAN DESCRIBING MEASURES TO INSURE PROPER COLLECTION AND DISPOSAL OF ALL POLLUTANTS

HANDLED OR PRODUCED ON THE PROJECT SITE DURING CONSTRUCTION, INCLUDING SANITARY WASTES, CEMENT, AND PETROLEUM PRODUCTS. THE PLAN SHALL BE SUBMITTED TO THE CITY'S FIRE

DEPARTMENT AND COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO EACH PHASE OF CONSTRUCTION.

ENGINEER'S NOTES

1. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE

CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES. HOWEVER, NEITHER

THE CITY NOR THE ENGINEER ASSUMES RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF

ITS DELINEATION OF SUCH UNDERGROUND UTILITIES NOR FOR THE EXISTENCE OF OTHER BURIED OBJECTS OR UTILITIES WHICH MAY BE ENCOUNTERED WHICH ARE NOT SHOWN ON THESE PLANS.

2. CONTRACTOR TO EXPOSE EXISTING SEWER AND (OR) DRAIN LINE FOR SURVEYORS TO VERIFY LOCATION AND ELEVATION PRIOR TO PLACEMENT OF PIPE. ALL COSTS OF SUCH EXCAVATION AND BACKFILL SHALL BE INCLUDED IN PRICE PAID FOR VARIOUS ITEMS OF WORK.

3. PRIOR TO ANY CORRECTIVE ACTION, BY THE CONTRACTOR, WHICH IS NECESSARY DUE TO ALLEGED

DESIGN OR STAKING ERROR, THE CONTRACTOR SHALL NOTIFY THE SURVEYOR FOR RE-STAKING AND VERIFICATION OF PREVIOUS STAKING.

CONDITIONS OF APPROVAL NOTES
COA 54: CONSTRUCTION IN THE PROJECT SHALL TAKE PLACE BETWEEN THE HOURS OF 7:00 A.M. TO 5:00 P.M., MONDAY THROUGH FRIDAY, UNLESS WRITTEN APPROVAL IS GRANTED BY THE COMMUNITY DEVELOPMENT DEPARTMENT ALLOWING WORK FOR DIFFERENT DAYS OR HOURS. RADIOS AND

OTHER MUSICAL EQUIPMENT NOISE SHALL BE PLAYED AT LEVELS CONSISTENT WITH THE CITY OF LINCOLN STANDARDS SO AS TO BE CONTAINED ON-SITE.

COA 55: ALL CONTRACTORS ARE REQUIRED TO DELIVER ALL CONSTRUCTION RELATED REFUSE

COLLECTED IN DEBRIS BOXES TO THE WESTERN PLACER WASTE MANAGEMENT AUTHORITY MATERIAL RECOVERY FACILITY. THE CITY RESERVES THE RIGHT TO REQUIRE THAT A FRANCHISE

AGREEMENT BE APPROVED WITH ANY REFUSE HANDLER AT ANY TIME DURING THE CONSTRUCTION PROCESS.

COA 56: SEVENTY-TWO (72) HOUR NOTIFICATION MUST BE GIVEN TO THE CITY OF LINCOLN PRIOR TO DISINFECTION OF ANY WATER MAINS. THE CONTRACTOR SHALL CALL THE PUBLIC WORKS DEPARTMENT AT 434-2450 TO SCHEDULE DISINFECTION AND TESTING.

COA 57: THE DEVELOPER SHALL SUBMIT ENVIRONMENTAL SURVEYS IN COMPLIANCE WITH THE MITIGATION MEASURES. THE DEVELOPER SHALL SECURE COMMUNITY DEVELOPMENT

DEPARTMENT (PLANNING) APPROVAL THAT SURVEYS ARE ADEQUATE AND MITIGATION MEASURES ARE INCORPORATED INTO THE PLAN PRIOR TO START OF ANY ON-SITE CONSTRUCTION.

COA 58: THE DEVELOPER SHALL REQUIRE THEIR CONTRACTORS TO WORK WITH THE POLICE DEPARTMENT

IN THE DEVELOPMENT OF SECURITY MEASURES DURING CONSTRUCTION TO INCREASE SECURITY

OF STORED EQUIPMENT AND MATERIALS ON-SITE AND TO MINIMIZE DEMANDS ON POLICE PROTECTION SERVICES DURING PROJECT CONSTRUCTION.

COA 59: ALL CONSTRUCTION CONTRACTORS SHALL PROVIDE A SPILL PREVENTION AND COUNTER

MEASURE PLAN DESCRIBING MEASURES TO INSURE PROPER COLLECTION AND DISPOSAL OF ALL

POLLUTANTS HANDLED OR PRODUCED ON THE PROJECT SITE DURING CONSTRUCTION, INCLUDING SANITARY WASTES, CEMENT, AND PETROLEUM PRODUCTS. THE PLAN SHALL BE SUBMITTED TO THE CITY’S FIRE DEPARTMENT AND COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO EACH PHASE OF CONSTRUCTION.

CITY OF LINCOLN PROJECT NOTES
RNo. 65801 EGI STERED PROFESSI ONAL ENG I NEER

STATE OF CAL IFORN

C I V I L
IA
JENNI FER N. LANE
404
MacKay and Somps is not responsible for the accuracy or completeness of reproductions of this document generated by others from electronic PROJECT NO. SHEET OF APPROVED BY REVISION CHECKED BY: NO. DATE: SCALE: DRAWN BY: DESIGNED BY: DATE CITY OF LINCOLN CALIFORNIA MACKAY & SOMPS PROJECT SPECIFICATIONS IMPROVEMENT PLANS FOR LIBERTY LINCOLN - VILLAGE 2 18484.A2.V1 3 & ABBREVIATIONS J.N.L. A.S. NONE STAFF 1552 Eureka Road, Suite 100, Roseville, CA 95661(916) 773-1189 JUNE 2025 12

FOR MACKAY & SOMPS
NOTE: DATUM FOR THIS
PROJECT IS NGVD 29 6-05-2025 P:\18484\DES\IP\Area 2\V2\03-LL-VIL2-MS SPEC.dwg [1] P:\18484\DES\IP\Area 2\V2\D-LL-VIL2-TBLK-ANNO.dwg 10:26:13 eganchenko

GENERAL

1. THESE PROJECT SPECIFICATIONS SHALL APPLY TO ALL ROADWAY IMPROVEMENTS. THESE

SPECIFICATIONS ALSO APPLY TO ROUGH GRADING AND BUILDING PAD CONSTRUCTION AS SHOWN ON THE ROUGH GRADING PLANS FOR LIBERTY AT LINCOLN - AREA 2 ROUGH GRADING.

2. THE WORK TO BE PERFORMED CONSISTS OF THE FURNISHING OF ALL LABOR, METHODS OF

PROCESSES, IMPLEMENTS, TOOLS, MACHINERY, WATER AND MATERIALS NECESSARY AND REQUIRED FOR COMPLETION OF THE WORK.

3. FOR THE PURPOSES OF THIS SPECIFICATION THE TERM "CONTRACTOR" SHALL MEAN "ALL CONTRACTORS" UNLESS OTHERWISE QUALIFIED.

DEMOLITION:

4. DEMOLITION, IF ANY, SHALL BE DONE UNDER SEPARATE CONTRACT WITH THE OWNER.

CONTRACTOR SHALL BE RESPONSIBLE FOR NECESSARY DEMOLITION PERMITS FROM CITY.

EXISTING IMPROVEMENTS:

5. PARTICULAR CARE SHOULD BE EXERCISED BY THE CONTRACTOR WHILE WORKING (ESPECIALLY CUTTING AND FILLING) NEAR ADJACENT PROPERTIES. EXTREME CARE MUST BE TAKEN WHEN WORKING AROUND ANY EXISTING FACILITIES. CONTRACTOR WILL BE RESPONSIBLE FOR

REPAIRING OR REPLACING ANY IMPROVEMENT DAMAGED BY IT OR ITS SUBCONTRACTORS OR MATERIAL SUPPLIERS.

EXISTING UTILITY SERVICES:

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT AND LEAVE IN-SERVICE EXISTING UTILITY

SERVICES SUCH AS GAS, POWER, COMMUNICATION, WATER, SANITARY SEWER, STORM DRAIN, ETC. UNLESS OTHERWISE SPECIFIED ON PLANS.

POLLUTION CONTROL:

7. A STORM WATER POLLUTION PREVENTION PLAN WILL BE ON FILE AT THE JOB SITE. THIS PLAN

DESCRIBES THE MANNER IN WHICH POTENTIAL SOURCES OF POLLUTION WILL BE MANAGED ON THE SITE AND WILL INCLUDE PROVISIONS FOR EROSION CONTROL.

8. THE CONTRACTOR SHALL FAMILIARIZE ITSELF WITH THE PROVISIONS OF THIS PLAN AND ALL

OTHER LOCAL REQUIREMENTS AND CONDUCT ALL ITS OPERATIONS AND ACTIVITIES IN ACCORDANCE WITH SAME. THE PLAN WILL PROVIDE JOB SITE RULES FOR PROHIBITED OPERATIONS WHEN RAIN IS EXPECTED; EQUIPMENT FUELING, CLEANING, REPAIR & MAINTENANCE; MATERIAL DELIVERY, STOCKPILING & STORAGE; JOB SITE CLEANUP, ETC..

PROVISIONS OF THIS PLAN ARE NOT LIMITED TO TIMES OF INCLEMENT WEATHER.

9. ARRANGEMENTS FOR THE INSTALLATION, PROTECTION, AND/OR MAINTENANCE OF EROSION

CONTROL MEASURES (BALES, FIBER ROLL, BERMS, SWALES, PONDS, EROSION CONTROL FENCING, HYDROSEEDING, TEMPORARY PIPES AND DRAINS, TEMPORARY ARMORING, ETC.)

REQUIRED BY THE STORM WATER POLLUTION PREVENTION PLAN ARE TO BE COORDINATED WITH THE OWNER.

10. IN ADDITION TO THE REQUIREMENTS NOTED ABOVE, CONTRACTOR WILL COMPLY WITH THE FOLLOWING PROVISIONS:

A. CONTRACTOR SHALL TRAIN ALL EMPLOYEES/SUBCONTRACTORS ON STORM WATER POLLUTION PREVENTION.

B. WASHING DOWN OF STREETS OR HARD SURFACES WITH WATER THAT ENTERS THE STORM DRAINAGE SYSTEMS IS PROHIBITED. RATHER, CONTRACTORS ARE TO SWEEP

ROADWAYS AS NECESSARY TO AVOID POLLUTANTS ENTERING THE STORM DRAIN SYSTEM.

C. CONTRACTOR ARE TO COMPLY WITH ALL RECYCLING REQUIREMENTS OF THE LOCAL AGENCIES.

D. CONTRACTOR SHALL NOT ALLOW SAWCUT SLURRY TO ENTER THE STORM DRAIN SYSTEM.

E. CONTRACTOR SHALL INSPECT VEHICLES AND EQUIPMENT ARRIVING ON THE PROJECT

FOR LEAKING FLUIDS AND SHALL PROMPTLY REPAIR ANY LEAKING VEHICLES OR EQUIPMENT. DRIP PANS SHALL BE USED TO CATCH LEAKS UNTIL REPAIRS ARE MADE.

LEAKING FLUIDS SHALL BE PROPERLY DISPOSED.

SPECIFICATIONS AND STANDARDS

1. ALL WORK TO BE DONE WITH THIS PROJECT SHALL COMPLY WITH THE STANDARD

SPECIFICATIONS AND STANDARD DETAILS OF THE FOLLOWING UNLESS SPECIFICALLY NOTED OTHERWISE: CITY OF LINCOLN

2. IF ANY DEVIATION FROM THE CONSTRUCTION PLANS OR SPECIFICATIONS OR AGENCY

STANDARDS OR DETAILS IS MADE BY EITHER THE CONTRACTOR OR THE OWNER DURING THE

COURSE OF CONSTRUCTION WITHOUT THE PRIOR NOTIFICATION, CONSENT, AND WRITTEN

APPROVAL OF MACKAY & SOMPS, MACKAY & SOMPS IS NOT RESPONSIBLE FOR THE RESULTS OF SUCH DEVIATIONS.

QUALITY CONTROL

1. ALL PUBLIC IMPROVEMENT WORK BY CONTRACTOR SHALL BE DONE UNDER THE INSPECTION OF, AND TO THE SATISFACTION AND ACCEPTANCE OF THE CITY ENGINEER. IN THE EVENT OF ANY

DISPUTE ARISING AS TO THE INTERPRETATION OF THE LOCAL AGENCIES' SPECIFICATIONS OR

DETAILS OR THE CHARACTER OF THE WORK DONE BY THE CONTRACTOR, THE DECISION OF THE CITY ENGINEER SHALL BE CONCLUSIVE.

DISCREPANCIES

1. IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS ANY DISCREPANCY BETWEEN THE

PLANS AND PHYSICAL CONDITIONS IN THE FIELD, OR ANY ERRORS OR OMISSION IN THE PLANS,

IN THE LAYOUT OF SURVEY STAKES, AND/OR IN INSTRUCTIONS GIVEN, HE OR SHE SHALL IMMEDIATELY INFORM MACKAY & SOMPS.

2. A MAJORITY OF ERRORS ARE EASILY DETECTABLE (AND CORRECTABLE WITH MINIMAL EXPENSE AND DISRUPTION) IF COMMON SENSE AND GOOD CONSTRUCTION PRACTICES ARE FOLLOWED.

MACKAY & SOMPS IS NOT RESPONSIBLE FOR ERRANT CONSTRUCTION RESULTING FROM THE

CONSTRUCTION PROCESS PROCEEDING BLINDLY FROM STAKES AND/OR PLANS WITHOUT CROSS REFERENCING BETWEEN THE TWO. THE CONTRACTOR SHALL CONDUCT ROUTINE CHECKS PRIOR

TO AND DURING CONSTRUCTION AND INSTALLATION OF IMPROVEMENTS AND SHALL HAVE PLANS AVAILABLE AT THE JOB SITE AT ALL TIMES. CHECKS WILL INCLUDE (BUT NOT BE LIMITED TO) THE FOLLOWING TYPES OF ACTIVITIES:

A. PLACING STRING LEVELS ON STRINGLINE CONTROLS TO CONFIRM PROPER SLOPE BEFORE USING THEM FOR CONSTRUCTION.

B. USING STRAIGHT EDGE AND HAND LEVEL TO CONFIRM CROSS SLOPES AND ADEQUACY OF STREET DRAINAGE PRIOR TO PLACING PAVEMENT.

C. SUBMITTING SHOP DRAWINGS OF FACTORY (OR FIELD) MANUFACTURED FACILITIES WHICH

CONTAIN CRITICAL DIMENSIONS OR OTHER CRITICAL CHARACTERISTICS TO MACKAY &

SOMPS OR OTHER CONSULTANTS FOR ACKNOWLEDGMENT WELL IN ADVANCE OF CONSTRUCTION.

D. COMPARING WHAT IS BEING CONSTRUCTED IN THE FIELD TO WHAT IS SHOWN ON THE PLANS. IMPROVEMENTS SHALL NOT BE CONSTRUCTED BY USING CONSTRUCTION STAKES ALONE.

3. ANY TIME THE CONTRACTOR DOUBTS THE REASONABLENESS OR CORRECTNESS OF AN ELEMENT

IN THE PLANS OR FIELD CONTROL STAKING, THE CONTRACTOR SHALL CONTACT MACKAY & SOMPS FOR CLARIFICATION OR CONFIRMATION. MACKAY & SOMPS WILL ENDEAVOR TO RESPOND TO ANY SUCH INQUIRY MADE IN GOOD FAITH ON A HIGHEST PRIORITY BASIS. ANY WORK DONE

AFTER SUCH A DISCOVERY, UNTIL THE PROBLEM HAS BEEN REMEDIED OR DISPELLED, WILL BE DONE AT THE CONTRACTOR'S OWN RISK.

PERMITS, CONFORMANCE WITH LAWS

1. CONTRACTOR SHALL COMPLY WITH APPLICABLE LAWS, ORDINANCES, ORDERS, RULES, AND

REGULATIONS OF EVERY KIND RELATING TO THE PERFORMANCE OF THE WORK, AND IF ANY

PERMIT SHALL BE REQUIRED BY ANY LOCAL GOVERNMENTAL AGENCY OR SPECIAL DISTRICT OR

BE NECESSARY BY LAW, ORDINANCE, OR OTHER REGULATIONS, THE SAME SHALL BE PROCURED BY CONTRACTOR AT THEIR OWN EXPENSE.

SAFETY AND LIABILITY

1. CONTRACTOR AGREES THAT IT SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB

SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THE CONTRACTOR

SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND MACKAY & SOMPS HARMLESS FROM

ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK

ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MACKAY & SOMPS RESPECTIVELY. THE COST OF ASSURING JOB SAFETY INCLUDING,

BUT NOT LIMITED TO FENCING, TRENCH SHORING, TRAFFIC CONTROL AND/OR TRAFFIC WARNING DEVICES SHALL BE INCLUDED IN ALL APPLICABLE BID ITEMS. JOBSITE SAFETY ASSURANCES INCLUDE PROVIDING A SAFE JOBSITE FOR THE SETTING OF CONSTRUCTION STAKES. THE

DUTIES OF MACKAY & SOMPS DO NOT INCLUDE ANY REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.

2. ALL CONTRACTORS ARE RESPONSIBLE FOR TEMPORARY TRAFFIC CONTROL AS PART OF ITS

WORK, INCLUDING THE PREPARATION OF TRAFFIC CONTROL PLANS AND OBTAINING APPROVAL OF SAME AS REQUIRED.

COORDINATION

1. CONTRACTORS ARE TO NOTIFY ALL UTILITY COMPANIES IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES (CALL UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-227-2600). IT IS

THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXISTENCE AND LOCATION OF ALL UTILITIES.

2. IT IS UNDERSTOOD BY THE CONTRACTOR THAT IT WILL BE RESPONSIBLE FOR THE ADVANCE

COORDINATION AND SCHEDULING OF WORK BETWEEN ITSELF AND/OR ITS SUBCONTRACTORS AND ALL UTILITY COMPANIES.

3. ANY PUBLIC UTILITY INSTALLATION OBSTRUCTING THE WORK TO BE PERFORMED HEREUNDER

SHALL BE MOVED AT THE EXPENSE OF THE PUBLIC UTILITY COMPANY OR OWNER AND WITHOUT

COST TO THE CONTRACTOR UNLESS SPECIFIED OTHERWISE ON THE PLANS OR IN THESE SPECIFICATIONS.

4. NO ADDITIONAL COST SHALL BE CHARGED TO THE OWNER BY THE CONTRACTOR DUE TO

DELAYS, INCONVENIENCE OR OTHER ADDITIONAL EXPENSES ASSOCIATED WITH THE PRESENCE OF SUCH OBSTRUCTIONS.

PRECONSTRUCTION CONFERENCE

1. PRIOR TO THE BEGINNING OF WORK, THERE WILL BE A PRECONSTRUCTION CONFERENCE HELD AT A TIME AND PLACE TO BE SPECIFIED BY THE OWNER. REPRESENTATIVES OF THE CITY OF LINCOLN, MACKAY & SOMPS, OWNER, AND OTHERS AS APPROPRIATE, (I.E. SOILS ENGINEER, UTILITY COMPANIES, ETC.) WILL MEET WITH THE CONTRACTORS TO REVIEW THE PROPOSED WORK AND DISCUSS CONSTRUCTION SCHEDULING.

STREET WORK CONSTRUCTION

IN ADDITION TO GRADING, THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING OPERATIONS:

1. PROVIDE AND DEPOSIT IN-PLACE AT JOB SITE ALL PAVEMENT, AND BASE ROCK FOR PAVEMENT,

CURB, GUTTER, SIDEWALK, HANDICAPPED RAMPS, AND DRIVEWAY APPROACHES CALLED FOR ON THE PLANS.

2. INSTALLATION OF ALL SIGNS, SURVEY MONUMENTS, PAVEMENT MARKINGS, STRIPING AND BARRICADES CALLED FOR ON THE PLANS. (NOTE THAT ALL NEW AND EXISTING MANHOLE CASTINGS, WATER VALVE BOX CASTINGS, ETC. WILL BE ADJUSTED TO GRADE AND HAVE NEW PAVEMENT PLACED AROUND CASTINGS BY THE UNDERGROUND CONTRACTOR.)

CONCRETE CONSTRUCTION
THE CONCRETE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING CONSTRUCTION ITEMS:

1. CONSTRUCTION OF ALL CURB, GUTTER, SIDEWALK, HANDICAPPED RAMPS, CURB INLETS AND CONCRETE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONCRETE REMOVAL AND DISPOSAL

AS CALLED FOR ON THE PLANS UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS OR ON THE BID PROPOSAL FORM.

2. CONSTRUCTION OF ALL CURB, GUTTER, SIDEWALK AND HANDICAP RAMPS SHALL BE AS SPECIFIED ON THE CITY STANDARD DETAILS AND/OR AS SHOWN ON IMPROVEMENT PLANS.

3. MARKING SEWER LATERAL AND WATER SERVICE LOCATIONS IN THE CURB, AND “WATER QUALITY” STENCILING OF STORM INLETS.

4. EXPOSE AND VERIFY LOCATION OF “AS-BUILT” STORM LATERAL WHILE EXCAVATING FOR STORM WATER INLET. DISCREPANCIES, IF ANY, SHALL BE REPORTED TO MACKAY & SOMPS IN ACCORDANCE WITH THE “DISCREPANCIES” SECTION OF THESE SPECIFICATIONS.

5. IF THE CURB AND SIDEWALK IS MACHINE POURED, THE CONCRETE CONTRACTOR SHALL LEAVE "OPENINGS" THAT ARE A MINIMUM OF 10 FEET WIDE FOR THE STORM WATER INLETS OR

EXPOSE, VERIFY, AND MARK THE LOCATION OF ALL STORM LATERAL STUBS PRIOR TO THE POUR IF SMALLER "OPENINGS" ARE DESIRED.

6. IF UNDERGROUND FACILITIES ARE INSTALLED PRIOR TO POURING STORM WATER INLETS, THE

CONCRETE CONTRACTOR SHALL USE APPROPRIATE CARE IN EXCAVATING FOR THE STORM WATER INLETS. IF THE UNDERGROUND FACILITIES ARE DAMAGED THROUGH THE CONCRETE

CONTRACTOR'S ACTIVITIES, THE CONCRETE CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAID DAMAGES.

GRADING/UNDERGROUND COORDINATION

1. BACKFILL FOR UTILITY LINES SHALL BE AS REQUIRED BY THE SOILS ENGINEER AND CITY/DISTRICT. BACKFILL SHALL BE OBSERVED BY THE SOILS ENGINEER. SUCH OBSERVATIONS SHALL BE SCHEDULED AND COORDINATED BY THE UNDERGROUND CONTRACTOR. SOILS ENGINEER'S FEES WILL BE PAID BY THE OWNER.

2. THE UNDERGROUND CONTRACTOR SHALL MOVE SPOILS GENERATED FROM TRENCHES TO UNDERCUT ROADWAY. THIS WORK SHALL BE COORDINATED WITH THE GRADING CONTRACTOR.

3. THE GRADING CONTRACTOR SHALL CONSULT WITH THE UNDERGROUND CONTRACTOR PRIOR TO

GRADING SO THAT PROPER UNDERCUTTING TO ACCOMMODATE ANTICIPATED TRENCH SPOILS CAN BE ACCOMPLISHED.

4. VARIOUS AGENCIES AND/OR UTILITY DISTRICTS HAVE ESTABLISHED REQUIREMENTS FOR SUBGRADE PREPARATION WHICH MUST BE ATTAINED PRIOR TO WATER MAIN INSTALLATION. IT

SHALL BE THE UNDERGROUND CONTRACTOR'S RESPONSIBILITY TO CONFORM TO THESE REQUIREMENTS AND BEAR THE COST FOR REGRADING STREET AREAS IF REQUIRED. ORIGINAL ROUGH GRADE STAKES ARE TO BE USED TO RE-ESTABLISH SUBGRADE.

5. ONE PRIMARY OBJECTIVE OF THE ROUGH GRADING PLAN IS TO ACHIEVE A DIRT BALANCE ON-SITE UNLESS OTHERWISE NOTED ON THIS PLAN. DURING ROUGH GRADING OF THIS PROJECT,

CONTRACTOR SHALL COMPENSATE FOR ANY FUTURE UNDERGROUND UTILITY TRENCH SPOIL BY

SELECTIVELY UNDERCUTTING STREETS AS APPROPRIATE, OR BY OTHER METHOD APPROVED BY THE ENGINEER. CONTRACTOR SHALL NOTIFY ENGINEER DURING GRADING PROCESS IF ADJUSTMENTS ARE NEEDED FOR SITE BALANCE. ADJUSTMENTS ARE TO BE MADE IN ACCORDANCE WITH THESE PLANS OR AT THE DIRECTION OF THE ENGINEER.

UNDERGROUND CONSTRUCTION

1. THE UNDERGROUND CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF WATER

MAINS, STORM DRAINAGE, SANITARY SEWER FACILITIES AND THEIR RESPECTIVE APPURTENANCES AND CERTAIN INLETS (INCLUDING WATER QUALITY STENCILING). IT SHALL ALSO

BE RESPONSIBLE FOR LOWERING NEW AND PREVIOUSLY EXISTING MANHOLES, VALVE BOXES, CLEANOUTS, ETC. TO BELOW SUBGRADE LEVEL (FOR COMPLETION OF FINISH GRADING, ROCKING

AND PAVING BY THE GRADING CONTRACTOR) AND RAISING SAME TO FINISH GRADE INCLUDING ALL PATCH PAVING NECESSARY. THE UNDERGROUND CONTRACTOR SHALL ALSO PROVIDE AN

EFFECTIVE METHOD OF MARKING SEWER LATERALS AND WATER SERVICES FOR USE BY THE CONCRETE CONTRACTOR IN MARKING CURBS. HE SHALL ALSO MARK WATER VALVE LOCATIONS

BY APPROPRIATE REFERENCE INDICATORS ON CURBS AS MAY BE REQUIRED BY THE CITY/ DISTRICT.

2. THE UNDERGROUND CONTRACTOR SHALL INCLUDE IN ITS BID THE COSTS OF ALL IMPORTED

BACKFILL MATERIAL THAT MAY BE REQUIRED BY THE SOILS ENGINEER OR BY THE PUBLIC AGENCIES HAVING JURISDICTION. NO CLAIM FOR EXTRA PAYMENT WILL BE ALLOWED FOR

IMPORTED TRENCH BACKFILL OR TRENCH BEDDING MATERIAL AS REQUIRED BY THE SOILS ENGINEER, BY THE CITY, OR DISTRICT HAVING JURISDICTION.

3. THE UNDERGROUND CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND SHORING OF SEWER TRENCHES IN ACCORDANCE WITH ALL APPLICABLE OCCUPATIONAL SAFETY LAWS. COST FOR

THIS SHALL BE INCLUDED IN UNIT PRICES FOR VARIOUS ITEMS OF WORK AND NO ADDITIONAL COMPENSATION SHALL BE MADE. IT IS SUGGESTED THAT THE CONTRACTOR ENGAGE A CONSULTING ENGINEER TO DESIGN SHORING.

4. THE UNDERGROUND CONTRACTOR IS RESPONSIBLE TO REVIEW THE PLANS AND SITE OF WORK

TO DETERMINE THE EXTENT OF PAVEMENT REMOVAL AND/OR REPAIR OR OTHER REMOVAL AND

REPLACEMENT OR DEMOLITION THAT WILL BE REQUIRED TO CONSTRUCT UNDERGROUND LINES THROUGH EXISTING PAVEMENT OR OTHER AREAS. COST OF PAVEMENT, REPAIR, OR OTHER

REMOVAL AND REPLACEMENT AND/OR REPAIR REQUIRED SHALL BE INCLUDED IN THE UNIT

PRICES OF THE APPLICABLE ITEMS OF WORK AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED THEREFORE.

5. THE UNDERGROUND CONTRACTOR SHALL INCLUDE IN ITS BID THE COSTS OF ALL FITTINGS,

SHORTER THAN STANDARD PIPE LENGTHS, OR BEVELED END PIPE THAT ARE REQUIRED TO

ACHIEVE THE PIPE ALIGNMENTS SHOWN ON THE PLANS WHETHER OR NOT THESE ITEMS ARE

SPECIFICALLY CALLED FOR ON THE PLANS OR BID PROPOSAL FORMS, AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED THEREFORE.

6. THE UNDERGROUND CONTRACTOR SHALL COMMENCE CONSTRUCTION FROM THE LOW END OF ALL GRAVITY LINES. SHOULD THE UNDERGROUND CONTRACTOR FAIL TO DO SO, AND SHOULD

SUCH FAILURE RESULT IN AN UNDERGROUND SYSTEM THAT WILL NOT FUNCTION PROPERLY,

THE UNDERGROUND CONTRACTOR SHALL BE RESPONSIBLE TO REMEDY THE SITUATION AT HIS OWN COST AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED THEREFORE.

7. THE UNDERGROUND CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE PROJECT'S SOILS REPORT. IF SUB-SURFACE CONDITIONS REQUIRE A CHANGE IN TRENCHING METHODS FROM THAT ANTICIPATED, NO EXTRA COMPENSATION WILL BE ALLOWED. THE CONTRACTOR IS WELCOME TO OBTAIN HIS OWN SOIL BORINGS IF HE SO DESIRES. THIS SOILS WORK SHALL BE COORDINATED WITH THE OWNER.

8. THE UNDERGROUND CONTRACTOR SHALL EXPOSE AND VERIFY THE ELEVATION AND ALIGNMENT OF EXISTING UTILITY SYSTEMS TO BE CONNECTED TO. DISCREPANCIES, IF ANY, SHALL BE REPORTED TO MACKAY & SOMPS IN ACCORDANCE WITH THE “DISCREPANCIES” SECTION OF THESE SPECIFICATIONS.

9. IT IS SOMETIMES REQUIRED OR REQUESTED THAT THE OWNER'S ENGINEER PROVIDE GRADES FOR THE UPSTREAM END OF SANITARY LATERALS. IF THIS IS DONE, THE UNDERGROUND

CONTRACTOR SHALL NOT ASSUME THAT THE LATERALS ARE TO BE LAID ON A STRAIGHT GRADE FROM THE MAIN TO THE END OF THE LATERAL. THE UNDERGROUND CONTRACTOR SHALL REVIEW THE PLANS TO DETERMINE IF GRADE BREAKS IN THE LATERAL ARE NECESSARY (22.5°

MAXIMUM DEFLECTION) OR IF WYES NEED TO BE SET A CERTAIN WAY TO AVOID CONFLICTS WITH OTHER UTILITIES AND SHALL CONSTRUCT THE LATERAL AND WYE.

EXISTING UTILITY NOTE TO CONTRACTOR:

1. ALL EXISTING UTILITIES, WET & DRY, WITHIN THIS PLAN SET HAVE BEEN REPRESENTED TO BEST

OF MACKAY & SOMPS' KNOWLEDGE AND IN ACCORDANCE WITH THE INFORMATION OBTAINED FROM THE GOVERNING AGENCIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

SATISFY HIMSELF/HERSELF WITH THE ACCURACY OF THE EXISTING UTILITIES THROUGH PHYSICAL

VERIFICATION AND/OR COORDINATION WITH THE CITY OF LINCOLN AND VARIOUS UTILITY PURVEYORS PRIOR TO BID & CONSTRUCTION.

2. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR COMPLETENESS OR ACCURACY OF

DELINEATION OF UTILITIES, NOR THE EXISTENCE OF ADDITIONAL BURIED OBJECTS OR UTILITIES NOT SHOWN ON THESE DRAWINGS WHICH MAY BE ENCOUNTERED. ANY DISCREPANCIES

BETWEEN THE PLANS AND ACTUAL EXISTING CONDITIONS DISCOVERED BY THE CONTRACTOR SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE

FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FOR PROTECTION OF OR DAMAGE TO THEM.

MACKAY AND SOMPS PROJECT SPECIFICATIONS:

AB AGGREGATE BASE

AC ASPHALT CONCRETE

BC BEGINNING OF CURVE

BFV BUTTERFLY VALVE

BO BLOW OFF VALVE

BOC BACK OF CURB

BMW BOTTOM MASONRY WALL

BRW BOTTOM OF RETAINING WALL

BSW BACK OF SIDEWALK

BW, B/W BACK OF WALK

BVC BEGIN VERTICAL CURVE

EVC END VERTICAL CURVE

CG, C&G CURB & GUTTER

CATV CABLE TELEVISION

C/L, CL CENTERLINE

CMP CORRUGATED METAL PIPE

CONST CONSTRUCTION

COTG CLEAN OUT TO GRADE

CR CURB RETURN

D DEPTH, DISTANCE

DE DRAINAGE EASEMENT

DI DROP INLET

DIP DUCTILE IRON PIPE

DIA DIAMETER

DTL DETAIL

DW DRIVEWAY
E EAST

ELEC ELECTRICAL

EC END OF CURVE

ELEV ELEVATION

EP, EOP EDGE OF PAVEMENT

ESMT EASEMENT

ETB EAST TOP OF BANK

ETW EDGE OF TRAVEL WAY

EVA EMERGENCY VEHICLE
ACCESS

EX EXISTING

FOC FACE OF CURB

FB FLUSHING BRANCH

FES FLARED END SECTION

FF FINISHED FLOOR

FH FIRE HYDRANT

FL FLOW LINE

FUT FUTURE
G GAS

GB GRADE BREAK

GET GROUND WATER EXTRACTION

ANDTREATMENT LINE

GR GRATE

H HEIGHT

HGL HYDRAULIC GRADE LINE

HP HIGH POINT

HPS HIGH PRESSURE SODIUM

HS HOUSE SERVICE

IMP IMPROVEMENTS

INTX INTERSECTION

INV INVERT

IRRIG IRRIGATION

LE, LSE LANDSCAPE EASEMENT

LF LINEAL FEET

LP LOW POINT

LT LEFT

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

N NORTH

NTS NOT TO SCALE

OMP OPEN METAL PIPE

PCC POINT OF COMPOUND CURVE

PE PEDESTRIAN EASEMENT

PL, P/L PROPERTY LINE

POC POINT OF CONNECTION

PRC POINT OF REVERSE CURVE

PS PROTECTIVE SLOPE

PSI POUNDS PER SQUARE INCH

PT POINT

PUE PUBLIC UTILITY EASEMENT

PVMT PAVEMENT

RCP REINFORCED CONCRETE
PIPE

RECP REINFORCED ELLIPTICAL

CONCRETE PIPE

RL RESTRAINED LENGTH

R/W RIGHT OF WAY

RPM REFLECTIVE PAVEMENT
MARKER

RT RIGHT

S SLOPE, SOUTH

SBL SETBACK LINE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SHT SHEET

SS SANITARY SEWER

SSCO SANITARY SEWER CLEANOUT

SSE SANITARY SEWER EASEMENT

SSFB SANITARY SEWER FLUSHING
BRANCH

SSMH SANITARY SEWER MANHOLE

SQ FT, SF SQUARE FEET

STD STANDARD

SURF SURFACE

SW,S/W SIDEWALK

T TELEPHONE

T-MAIN TRANSMISSION MAIN

TB TOP OF BANK

TBC TOP BACK OF CURB

TC TOP OF CURB

TCE TEMPORARY CONSTRUCTION

EASEMENT

TDC TOP OF DEPRESSED CURB

TF TOP OF FENCE

TMW TOP OF MASONRY WALL

TRW TOP OF RETAINING WALL

TS TOP OF SLAB

TW TOP OF WALL

TYP TYPICAL

VIL VILLAGE

W WATER, WEST

WLE WATERLINE EASEMENT

WS WATER SERVICE

WTB WEST TOP OF BANK

X-SLOPE CROSS-SLOPE
ABBREVIATIONS:

RNo. 65801 EGI STERED PROFESSI ONAL ENG I NEER

STATE OF CAL IFORN

C I V I L
IA
JENNI FER N. LANE
405
MacKay and Somps is not responsible for the accuracy or completeness of reproductions of this document generated by others from electronic PROJECT NO. SHEET OF APPROVED BY REVISION CHECKED BY: NO. DATE: SCALE: DRAWN BY: DESIGNED BY: DATE CITY OF LINCOLN CALIFORNIA TYPICAL SECTIONS AND DETAILS IMPROVEMENT PLANS FOR LIBERTY LINCOLN - VILLAGE 2 18484.A2.V2 4 J.N.L. A.S. NONE STAFF 1552 Eureka Road, Suite 100, Roseville, CA 95661(916) 773-1189 JUNE 2025 12

FOR MACKAY & SOMPS
NOTE: DATUM FOR THIS
PROJECT IS NGVD 29 6-05-2025 P:\18484\DES\IP\Area 2\V2\04-LL-VIL2-TYP SEC.dwg [1] P:\18484\DES\IP\Area 2\V2\D-LL-VIL2-TBLK-ANNO.dwg 10:22:43 eganchenko LIP BOC BOC 5' MIN
TYPE 1 ROLLED

CURB & GUTTER
TYPE 2 VERTICAL

CURB & GUTTER

GUTTER FLOWLINE
NTS

CURB & GUTTER TRANSITION
R/W

EX PAD
1:1

FRONT YARD

UNDERCUT HINGE LINE HINGE LINE

EX PAD

TYPICAL CORNER LOT

STREET SIDE YARD
(UNLESS NOTED OTHERWISE)

TYPICAL LOT

FRONT YARD
(UNLESS NOTED OTHERWISE)

ATTACHED SIDEWALK

TYPICAL LOT GRADING SECTION
FINISH
GRADE

1.5% MIN
2:1 MAX

ROUGH GRADE UNDERCUT
8' 10'
1'
R/W

1.5%

1.5%

1.5%
5' 5'
NTS

SIDEWALK PER
SIDEWALK PER STD DTL H-2, TYP
STD DTL H-2, TYP

SAWCUT LINE

PROPOSED PAVEMENT EXISTING

PAVEMENT

TO REMAIN
1' GRIND &
REPAVE

STEP GRIND DETAIL
NTS 2"

MATCH EXISTING

1.5% MIN, 3:1 MAX
1'
43'
C/L
3' 13.5'
CG
5'
SW

R/W R/W
10' PUE
2%
TYPICAL 43' R/W

ALL STREETS EXCEPT THOSE NOTED OTHERWISE
(TI=6 R=20 3.0" AC TYPE A / 11.0" AB CLASS 2)
NTS

C/L ELEV

PER PLAN

EXISTING LOT GRADING

SEE DETAIL THIS SHEET

ROUGH GRADE
UNDERCUT = C/L -2.0'

1.5%

13.5' 3'
CG
5'
SW

SIDEWALK PER
STD DTL H-2, TYP

1.5%
TYPE 1 CURB & GUTTER
PER STD DTL H-2, TYP
10' PUE

EXISTING LOT GRADING

SEE DETAIL THIS SHEET

8.5'
TRAVEL
8'

PARKING

8.5'
TRAVEL
8'

PARKING
2%

21.5' 21.5'

ROUGH GRADE
UNDERCUT = FG -0.7'

ROUGH GRADE
UNDERCUT = FG -0.7'

EX PAD EX PAD
UPPER 6" OF SUBGRADE TO BE
COMPACTED TO AT LEAST 95%

PER GEOTECHNICAL REPORT

1.5% MIN, 3:1 MAX 1.5% MIN, 3:1 MAX
NOTE:

PAVEMENT SECTIONS AND R-VALUE (R=20) PER GEOTECHNICAL
REPORT (NO. 09328.000.000, DATED FEBRUARY 1, 2022) PREPARED BY ENGEO INC. CONTRACTOR TO CONTACT THE GEOTECHNICAL

ENGINEER TO PERFORM R-VALUE TESTS PRIOR TO COMPLETION OF THE SUBGRADE IN ORDER TO VERIFY PAVEMENT SECTION DESIGN.

RNo. 65801 EGI STERED PROFESSI ONAL ENG I NEER

STATE OF CAL IFORN

C I V I L
IA
JENNI FER N. LANE
406
MacKay and Somps is not responsible for the accuracy or completeness of reproductions of this document generated by others from electronic PROJECT NO. SHEET OF REVISION CHECKED BY: NO. DATE: SCALE: DRAWN BY: DESIGNED BY: APPROVED BY DATE WATER PLAN IMPROVEMENT PLANS FOR LIBERTY LINCOLN - VILLAGE 2 18484.A2.V2 5 T.C.T. J.N.L. 1"=60' STAFF 1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678 (916) 773-1189 JUNE 2025 12

WATER CONSTRUCTION NOTES
REMOVE EXISTING B.O.V. ASSEMBLY AND CONNECT TO EXISTING WATER MAIN. DISINFECT AND FLUSH NEW WATER SYSTEM PRIOR TO CONNECTION PER CITY STD, SECTION 4-12.

CITY ENGINEERS WRITTEN APPROVAL REQUIRED PRIOR TO CONNECTION TO EXISTING WATER SYSTEMS.

INSTALL FIRE HYDRANT ASSEMBLY PER CITY STD DTL W-11.

INSTALL 2" IN-LINE BLOW-OFF VALVE PER CITY STD DTL W-7.

WATER SERVICES TO BE INSTALLED 3' FROM FIRE HYDRANT. SEE DETAIL, BELOW.

WATER SERVICES TO BE INSTALLED 3' FROM THE OUTER EDGE OF STORM DRAIN INLETS.

SEE DETAIL, BELOW.

WATER SERVICES TO BE INSTALLED 3' CLEAR FROM STREET LIGHT AND OTHER ELECTRICAL DEVICE AND IN A SEPARATE TRENCH. SEE DETAIL, BELOW.

INSTALL RESIDENTIAL WATER SERVICE 5' OFF PROPERTY LINE PER CITY STD DTL W-4 & W-5, (TYP). SERVICE SIZE PER CITY WATER NOTE 10, SHEET 2 INSTALL DOUBLE 1.5" RESIDENTIAL WATER SERVICE 5' OFF PROPERTY LINE PER CITY STD DTL W-4A & W-5.

WATERLINE NOTES TO CONTRACTOR

1. WHERE WATER MAIN CROSSES ABOVE SEVERAL LINES (STORM DRAIN, SEWER OR RAW WATER), WATER PIPE JOINTS SHALL BE LOCATED AT MIDPOINT BETWEEN LINES AND A MINIMUM 10' BEYOND CROSSED LINES. NO OTHER JOINTS PERMITTED IN CROSSING AREA.

2. ALL SINGLE RESIDENTIAL WATER SERVICES TO BE INSTALLED PER WATER CONSTRUCTION NOTE W29 & W31.

3. STREET LIGHTS SHOWN FOR REFERENCE ONLY, SEE STREET LIGHT PLAN PREPARED BY TJKM TRANSPORTATION FOR FURTHER DETAILS.

4. A FULL LENGTH OF STICK OF WATER MAIN PIPE SHALL BE CENTERED ON THE CROSSING SO THAT WATER PIPE JOINTS ARE AS FAR FROM THE CROSSING AS POSSIBLE. (SEE PLAN AND PROFILE SHEETS FOR EXACT LOCATIONS) W1
W3
W10
W11
W12
W4
W29
W31

FOR MACKAY & SOMPS
NOTE: DATUM FOR THIS
PROJECT IS NGVD 29 6-05-2025 P:\18484\DES\IP\Area 2\V2\05-LL-VIL2-WTR.dwg [1] P:\18484\DES\IP\Area
2\V2\D-L -VIL2-TBLK-AN
O.dwg [2] P:\18484\DES\_
Mstrs\D-IP-L -A2-V1.dwg [3] P:\18484\DES\_
Mstrs\D-IP-L -A2-V2.dwg [4] P:\18484\DES\_
Mstrs\D-IP-L -A2-V4.dwg [5] P:\18484\DES\_
Mstrs\D-IP-L -A2-V6-7.dwg [6] P:\18484\DES\_
Mstrs\D-IP-L -CENTRAL.dwg [7] P:\18484\SRV\CS\D-CS-LIBERTY AREA

2.dwg [8] P 12:01:52 eganchenko

TYPICAL WATER SERVICE LOCATION DETAIL

ADJACENT TO STREET LIGHT, DRAIN INLET, FIRE HYDRANT

OR ELECTRICAL DEVICE
0 20 40 80
SCALE: 1"=40'
RL=18' MIN RL=18' MIN RL=18' MIN
RL
Lr = LENGTH FREE OF JOINTS
RL = RESTRAINED LENGTH Lr Lr
NOTES:

1. TEE FITTINGS REQUIRE THE RESTRAINT

OF ALL JOINTS WITHIN A CALCULATED
LENGTH ALONG THE BRANCH PIPE. THE

RESTRAINT DESIGN ALSO REQUIRES

THE SELECTION OF A LENGTH OF PIPE
ALONG THE RUN (Lr) TO BE FREE OF
JOINTS. (MIN RESTRAINED LENGTH RL =
18' ALL SIDES; MIN Lr = 18' ALONG RUN)

2. RL'S MEASURED FROM END OF JOINT

OR VALVE, NOT THE INTERSECTION

DESIGN PARAMETERS
SOIL TYPE: ML GRANULAR
TRENCH TYPE: 5
TEST PRESSURE: 150 PSI
SAFETY FACTOR: 1.5:1
DEPTH OF BURY 3.0 FT
EBAA IRON INC - VERSION 7.1.3

RESTRAINED JOINT DETAIL
NTS
6 12
14 17
20 31
42 45
49 53 54
60 61 63
64 65
66 72
10 11
25 26
27 30
34 35
36 37
38 50
55 57
58 59
62 67
69 70
71 76 74 73
30 33
34 36
1 2
3 4
5 8
9 13
18 21
22 29
33 39
46 48
51 56
1 78 75
27 32
35 7
15 16
19 23
24 28
32 40
41 44 43
47 52
68 79 77
28 29
31 VILLAGE 1

HONOR LANE HONOR LANE

ANTHEM DRIVE (S)

RESOLUTION WAY

ANTHEM DRIVE (W)

REVELRY DRIVE (E)

FUTURE LIBERTY PARKWAY

INGRAM SLOUGH
W3
W1
W3
W10
W12
W12
W12
W12
W12
W12
W12
W12
W12
W12
W3
W3
W10
W4
(TYP) W29
W11
W11
W11
W11
LOT H
LOT G
LOT J
LOT K
W11
W29 (TYP)
(TYP) W29
(TYP) W31
W1 W1
W29 (TYP)
W29 (TYP)
W4

REVELRY DRIVE (S)

LIBERTY PARKWAY DWDW DWDW DWDW DW
6"RW 6"RW 6"RW 6"RW
DW
8"W
8"W 8"W 8"W
8"W 8"W
12"W 8"W 8"W 8"W
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW

DW DW DWDW
DW

DW DWDW
DW

DW DW DWDW
DW
DW
DW
DW
DW DW
DW
DW
DW DW
8"W
8"W 8"W 8"W
8"W 8"W
8"W
8"W 8"W
18"W
12"W
6"RW 6"RW
12"W 12"RW
3' (FROM OUTER

EDGE OF DI)

DRAIN INLET ATTACHED SIDEWALK
12"-18"

WATER SERVICE BOX
BW
3' MIN CLEAR PER
CITY STD W-5
STREET
LIGHT
FIRE

HYDRANT

ELECTRICAL
DEVICE DISTANCE SHOWN FROM BW IS SCHEMATIC ONLY. DISTANCE BASED ON CITY STD DTLS AND/OR JT PLANS

WATER SERVICE LINE
NTS
3' MIN CLEAR PER
CITY STD W-5
5' PL 5'
RNo. 65801 EGI STERED PROFESSI ONAL ENG I NEER

STATE OF CAL IFORN

C I V I L
IA
JENNI FER N. LANE
407
0DF.D\DQG6RPSVLVQRWUHVSRQVLEOHIRUWKHDFFXUDF\RUFRPSOHWHQHVVRI 352-(&712
6+((72)
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RNo. 65801 EGI STERED PROFESSI ONAL ENG I NEER

STATE OF CAL IFORN

C I V I L
IA
JENNI FER N. LANE
408
15+34.79 ANTHEM DRIVE (W) =
6+91.00 HONOR LANE
MacKay and Somps is not responsible for the accuracy or completeness of reproductions of this document generated by others from electronic REVISION CHECKED BY: NO. DATE: SCALE: DRAWN BY: DESIGNED BY: PROJECT NO. SHEET OF APPROVED BY DATE CITY OF LINCOLN CALIFORNIA ANTHEM DRIVE (W) IMPROVEMENT PLANS FOR LIBERTY LINCOLN - VILLAGE 2 J.N.L. A.S. STAFF H:1"=40'; V:1"=4' 18484.A2.V2 7 (STA 10+00.00 TO 14+92.29)
130
120
110
100
10 11 12 13 14 15 16

ANTHEM DRIVE (W)
(43' R/W)
100
110
120
130
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678 (916) 773-1189

PROPOSED C/L
GRADES
10+84.33 TO 11+38.58 12°25'59" 54.25' 250'
7°25'59"

ANTHEM DRIVE (W)

C/L CURVE DATA
10+51.90 TO 10+84.33 32.43' 250'
STATION Δ L R

FOR MACKAY & SOMPS
0 20 40 80
SCALE: 1"=40'
NOTE: DATUM FOR THIS
PROJECT IS NGVD 29 JUNE 2025 12

ANTHEM DRIVE (S)
SEE SHEET 10

HONOR LANE

SEE IMPROVEMENT PLANS FOR
LIBERTY AT LINCOLN-VILLAGE 1

BY MACKAY & SOMPS CIVIL ENGINEERS
10+00.00 ANTHEM DRIVE (W) =
10+00.00 ANTHEM DRIVE (S)

BOXED SURVEY MONUMENT
PER STD DTL H-24
1 PROFILE KEYNOTES

CONTRACTOR SHALL VERIFY INVERT AT EXISTING
UTILITIES AND CONTACT ENGINEER 24 HOURS

PRIOR TO MAKING CONNECTION IF ELEVATION
DIFFERS MORE THAN 0.1' FROM PLANS
ANTHEM DRIVE (W) SEE IMPROVEMENT PLANS FOR LIBERTY AT LINCOLN-VILLAGE 1 BY MACKAY & SOMPS CIVIL ENGINEERS

HONOR LANE

SEE IMPROVEMENT PLANS FOR
LIBERTY AT LINCOLN-VILLAGE 1

BY MACKAY & SOMPS CIVIL ENGINEERS
TYPE 1 CURB AND GUTTER PER STD DTL H-2
STA 13+60.00 TO 13+81.29 GUTTER SLOPE=-1.03%, CROSS
SLOPE VARIES FROM 2.0% MIN TO 3.0% MAX
STA 13+81.29 TO 13+97.58 GUTTER SLOPE=0.40%, CROSS
SLOPE VARIES FROM 2.0% MIN TO 3.0% MAX

CONTRACTOR SHALL VERIFY ELEVATION AT EXISTING
CURBS AND CONTACT ENGINEER 24 HOURS PRIOR TO

MAKING CONNECTION IF ELEVATION DIFFERS MORE THAN

0.1' FROM PLANS

REMOVE & DISPOSE OF EXISTING BARRICADE, AND

CONFORM TO EXISTING PAVEMENT PER STEP GRIND
DETAIL ON SHEET 4

PLAN KEYNOTES
4 1
2 5
3 6-05-2025 P:\18484\DES\IP\Area 2\V2\07-LL-VIL2-PNP-S DR(W).dwg [1] P:\18484\DES\IP\Area
2\V2\D-L -VIL2-TBLK-AN
O.dwg [2] P:\18484\SRV\CS\D-CS-LIBERTY
AREA

2.dwg [3] P:\18484\DES\_
Mstrs\D-IP-L -A2-V1.dwg [4] P:\18484\DES\_
Mstrs\D-IP-L -A2-V2.dwg [5] P:\18484\DES\_
Mstrs\D-IP-L -CENTRAL.dwg [6] P:\18484\DES\IP\Area
2\V1\Profiles\D-P -A2-V1_S

DR(W)-U
DR(W).dwg 15:07:24 eganchenko
DETAIL A - 84" SDMH
STA 13+97.58 (5.0' LT)
SCALE: NTS
2'
30" SD

CENTER OF SDMH
12" SD
30" SD
12" SD
12"
MIN
16°26'20"

ANTHEM DRIVE (W)

STORM DRAIN CURVE DATA
10+03.71 TO 11+75.00 172.15' 600'
STATION Δ L R
17°38'55"

ANTHEM DRIVE (W)

SANITARY SEWER CURVE DATA
9+93.29 TO 11+75.00 182.04' 591'
STATION Δ L R
15+79.29 C/L TYPE "B" DI (RT)15+79.29 C/L TYPE "B DEEP" DI (LT) (SE
SHE
T 4)
10 LF 12" SD S=0.0030
20 LF 12" SD S=0.0030
INV 116.50 (12"OUT)
INV 114.36 (12"OUT)
INV 116.44 (12"IN)(E)
INV 114.33 (12"IN)(W)
INV 112.83 (30"IN)(N)
INV 112.83 (30"OUT)(S)
RIM121.3 15+79.29 STD 60" SDMH
INV 113.20 (24"IN)(E)
INV 112.70 (30"IN)(S)
INV 112.70 (30"IN)(N)
INV 112.70 (36"OUT)(W)
RIM121.8 15+38.79 STD 72" SDMH
67 LF 30" SD
S=0.0016
40 LF 30" SD S=0.0030
RIM121.8 15+29.79 STD 48" SSMH
15+45.29 12"x8" TEE
W/ 8" REDUCER (E)
INV 117.2 (8"W)
INV 117.0 (12"W)
67 LF 8" SS S=0.0035
2:1
HGL10
117.68
HGL10
117.77
-0.74% 0.40%
-0.40%

0.55%
-0.45%
10+00.00 ANTHEM DRIVE (W) =10+00.00 ANTHEM DRIVE (S) 10+56.06 GB 12+69.79 HP13+97.58 LP 10+85.43 LP 121.26 121.07 120.89 120.76 120.77 120.87 120.97 121.07 121.17 121.27 121.38 121.43 121.34 121.24 121.14 121.04 120.96 121.10 121.24 121.37 121.47

PROPOSED CENTERLINE PROFILE

ORIGINAL GROUND PROFILE AT CENTERLINE

PROPOSED GUTTER FLOWLINE PROFILE

ROUGH GRADE UNDERCUT
INV 113.33 (30"IN)(E)
INV 113.33 (30"OUT)(N)
RIM121.0 10+03.72 STD 60" SDMH 10+85.43 C/L TYPE "B" DI (RT) 10+85.43 C/L TYPE "B DEEP" DI (LT) (SEE SHEET 4) 10 LF 12" SD S=0.0030
20 LF 12" SD S=0.0030
INV 113.82 (12"OUT) INV 115.75 (12"OUT)
INV 115.69 (12"IN)(E)
INV 113.79 (12"IN)(W)
INV 113.25 (30"IN)(S)
INV 113.25 (30"OUT)(N)
RIM120.6 10+85.43 STD 60" SDMH 13+97.58 C/L TYPE "B" DI (RT) 13+81.29 C/L TYPE "B DEEP" DI (LT) (SEE SHEET 4) 19 LF 12" SD S=0.0030
20 LF 12" SD S=0.0030
INV 116.06 (12"OUT)
INV 114.00 (12"OUT)
INV 116.00 (12"IN)(E)
INV 113.94 (12"IN)(W)
INV 112.93 (30"IN)(S)
INV 112.93 (30"OUT)(N)
RIM120.9 13+97.58 STD 84" SDMH
82 LF 30" SD S=0.0010
313 LF 30" SD S=0.0010 76 LF 30" SD S=0.0016
INV 110.19 (4"IN)(SW)
INV 109.69 (6"IN)(E)
INV 109.52 (8"OUT)(N)
RIM120.9 9+93.29 STD 48" SSMH
INV 108.77(4"IN)(E)
INV 108.60 (8"IN)(S)
INV 108.50 (8"OUT)(N)
RIM121.3 12+54.79 STD 48" SSMH
262 LF 8" SS S=0.0035 208 LF 8" SS S=0.0035
10+10.54 45° BEND (H)
INV 117.0 (8"W)
14+63.20
INV 107.77 (8"OUT)

REMOVE PLUG &

CONNECT TO EX
14+72.96
INV 112.81 (30"OUT)

REMOVE PLUG &
CONNECT TO EX 121.47 121.51 121.63 121.70 121.88 121.61 121.60 121.42 121.39 121.53 121.69 121.85 122.01 122.17 -2.00% -0.70%

0.65%

1.86% 15+21.29 GB 15+48.29 GB 15+79.29 LP 15+34.79 ANTHEM DRIVE (W) = 6+91.00 HONOR LANE 121.63 121.88 121.61 121.39 214 LF 24" SD S=0.0038
253 LF 8" SS S=0.0105
8"W (PVC C900 CL305)
8"W (PVC C900 CL305)
1 1
1 14+92.29 MATCH EX 121.47
12" MIN
12" MIN 121.26120.84 120.71 121.46 120.95
14+82.29
INV 117.1 (8"W)

REMOVE EX BO &
10+75.00 BO CONNECT TO EX
INV 116.5 (8"W)
13+89.44
INV 116.8 (8"W)
36" MIN.

COVER
RL=ENT LEN
RL=ENT
LEN'
10+21.06 45° BEND (H)
INV 116.9 (8"W)
INV 107.54 (8"IN)(N,S&E)
INV 107.44 (8"OUT)(W)
12+31.29 GATE VALVE
INV 116.7 (8"W) DW
DW
DW 6"RW 6"RW

0.72%

0.50%

0.57%

1.24% 0.52%
8"SS 8"SS
8"W 8"W 12"W
8"W8"SS 8"SS
30"SD 30"SD 24"SD
30"SD 36"SD
8 7 6 4 3 2 1 9
12 64 66
79 5
11 10
13 63 65 67 68 69 70
1 DWDW DWDW DWDW DWDW DW DWDW DWDW DWDW
DW

DW DWDW
DW
DW

0.51% 0.51%

0.53%

0.50%
8"SS 8"SS 8"W
8"W
8"W
30"SD 6"SS
8"SS 30"SD
30"SD
30"SD 10+32.83 10+85.43 11+31.87 11+81.2912+31.29 12+81.2913+31.29 14+31.29 14+92.29 13+47.58 14+47.58 12+94.58 11+84.58 12+39.58 11+25.13 10+00
11+00
12+00 13+00 14+00 15+00 16+00
10+00 6+00 7+00 8+00 11+70 SS 12+25 SS 12+55 SS13+33 SS 13+63 SS14+33 SS 14+63 SS 11+46 SS 12+16 SS 12+46 SS13+16 SS 13+46 SS14+16 SS 14+43 SS 11+18 SS 10+23 SS 10+47 SS 10+25 SS 10+44.13 CR/WS FL 120.49 10+51.90 BC FL 120.43 10+84.33 PRC FL 120.2811+38.58 EC FL 120.49 14+92.29 CR/EX FH
FL 121.03 6+48.50 CR FL 121.18 11+38.58 EC FL 120.49 14+92.29 CR FL 121.03 10+42.60 PRC FL 120.49 10+56.06 EC FL 120.41 10+84.33 PRC FL 120.28 10+56.45 BC
FL 120.39
10+42.54 PRC
FL 120.48 10+44.13 CR/FH FL 120.48 10+49.93 BC FL 120.44 7+33.50 CR
FL 121.27
1 1 43' 21.5' 21.5'5' 4' 3'
11'
SS
4 4
5 13+81.29 DI FL 120.45 13+97.58 LP/DI FL 120.51 12+69.79 HP/FL 121.02 (LT&RT) 10.5' 3 2 SEE DETAIL A, THIS SHEET
9+98.09
9+97.37
9+85.28 HP/FL 120.77 10+85.43 LP FL 120.27 (LT&RT) RL=18' RL=ENT LEN
10+26.91 HP FL 120.60
RL=ENT LEN 13+89 WS 13+73 WS
6' 12+73 WS 12+89 WS
6'
RNo. 65801 EGI STERED PROFESSI ONAL ENG I NEER

STATE OF CAL IFORN

C I V I L
IA
JENNI FER N. LANE
409
MacKay and Somps is not responsible for the accuracy or completeness of reproductions of this document generated by others from electronic REVISION CHECKED BY: NO. DATE: SCALE: DRAWN BY: DESIGNED BY: PROJECT NO. SHEET OF APPROVED BY DATE CITY OF LINCOLN CALIFORNIA RESOLUTION WAY IMPROVEMENT PLANS FOR LIBERTY LINCOLN - VILLAGE 2 J.N.L. A.S. STAFF H:1"=40'; V:1"=4' 18484.A2.V2 8 (STA 10+00.00 TO 15+28.93)
130
120
110
100
10 11 12 13 14 15

RESOLUTION WAY
(43' R/W)
100
110
120
130 6-05-2025 P:\18484\DES\IP\Area 2\V2\08-LL-VIL2-PNP-T DR.dwg 15:19:24 eganchenko 1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678 (916) 773-1189

PROPOSED C/L
GRADES
19°17'19"

RESOLUTION WAY

C/L CURVE DATA
10+34.50 TO 11+18.67 84.16' 250'
STATION Δ L R

FOR MACKAY & SOMPS
0 20 40 80
SCALE: 1"=40'
NOTE: DATUM FOR THIS
PROJECT IS NGVD 29 JUNE 2025 12

REVELRY DRIVE (S)
SEE SHEET 10

HONOR LANE

SEE IMPROVEMENT PLANS FOR
LIBERTY AT LINCOLN-VILLAGE 1

BY MACKAY & SOMPS CIVIL ENGINEERS
15+71.43 RESOLUTION WAY =
9+24.00 HONOR LANE
1 PROFILE KEYNOTES

CONTRACTOR SHALL VERIFY INVERT AT EXISTING
UTILITIES AND CONTACT ENGINEER 24 HOURS

PRIOR TO MAKING CONNECTION IF ELEVATION
DIFFERS MORE THAN 0.1' FROM PLANS

ANTHEM DRIVE (S)
SEE SHEET 10
10+00.00 RESOLUTION WAY =
11+98.44 ANTHEM DRIVE (S)
11+98.44 REVELRY DRIVE (S)

BOXED SURVEY MONUMENT
PER STD DTL H-24

HONOR LANE

SEE IMPROVEMENT PLANS FOR
LIBERTY AT LINCOLN-VILLAGE 1

BY MACKAY & SOMPS CIVIL ENGINEERS
TYPE 1 CURB AND GUTTER PER STD DTL H-2
SIDEWALK RAMP PER STD DTL H-5A, CASE C
STA 13+84.22 TO 13+87.93 GUTTER SLOPE=-0.40%, CROSS
SLOPE VARIES FROM 2.0% MIN TO 2.2% MAX
STA 13+87.93 TO 14+10.00 GUTTER SLOPE=0.72%, CROSS
SLOPE VARIES FROM 2.0% MIN TO 2.2% MAX

CONTRACTOR SHALL VERIFY ELEVATION AT EXISTING
CURBS AND CONTACT ENGINEER 24 HOURS PRIOR TO

MAKING CONNECTION IF ELEVATION DIFFERS MORE THAN

0.1' FROM PLANS

REMOVE & DISPOSE OF EXISTING BARRICADE, AND

CONFORM TO EXISTING PAVEMENT PER STEP GRIND
DETAIL ON SHEET 4

PLAN KEYNOTES
4 1
2 5
6 3
15+78.43 8" TEE
INV 117.9 (8"W)
INV 113.73 (15"IN)(S)
INV 113.73 (15"IN)(E)
INV 113.73 (18"OUT)(W)
RIM122.0 15+76.43 STD 48" SDMH
INV 111.03 (8"IN)(E)
INV 111.03 (8"IN)(S)
INV 110.93 (8"OUT)(W)
RIM122.0 15+66.43 STD 48" SSMH
65 LF 15" SD
S=0.0030
60 LF 8" SS
S=0.0042
8"W (PVC C900 CL305)
36" MIN.

COVER HGL10
118.56
15+60.93
INV 116.4 (6"RW) AT SD
INV 116.1 (6"RW) AT W 120.88 120.67 120.53 121.43 120.85 121.65 121.77 121.81 122.08 -1.58% -0.50%

0.55%

0.45%
-0.40% 120.88 120.61 120.58 120.69 120.80 120.91 121.03 121.14 121.25 121.36 121.39 121.29 121.19 121.09 120.99 120.89 120.94 121.08 121.22 121.35 121.49 121.63 121.65 INV 113.64 (12"IN)(N)
INV 113.64 (24"IN)(SE)
INV 113.64 (30"OUT)(NW)
RIM120.8 10+01.45 STD 60" SDMH 10+40.19 C/L TYPE "B" DI (RT) 10+50.64 C/L TYPE "B DEEP" DI (LT) (SEE SHEET 4) 14 LF 12" SD S=0.0030
20 LF 12" SD S=0.0030
INV 115.70 (12"OUT)
INV 113.81 (12"OUT)
INV 115.64 (12"IN)(E)
INV 113.76 (12"IN)(NW)
INV 113.76 (12"OUT)(S)
RIM120.4 10+40.19 STD 48" SDMH 13+87.93 C/L TYPE "B" DI (RT) 13+84.22 C/L TYPE "B DEEP" DI (LT) (SEE SHEET 4) 11 LF 12" SD S=0.0030
20 LF 12" SD S=0.0030
INV 115.91 (12"OUT)
INV 114.33 (12"OUT)
INV 115.85 (12"IN)(E)
INV 114.30 (12"IN)(W)
INV 114.30 (15"OUT)(N)
RIM120.8 13+87.93 STD 48" SDMH
39 LF 12" SD S=0.0030
131 LF 15" SD S=0.0030
227 LF 6" SS S=0.0050
INV 113.64 (4"IN)(E)
INV 113.14 (6"OUT)(N)
RIM120.9 11+22.93 STD 48" SSMH
10+11.46 TEE
INV 116.4 (8"W)
13+31.22 FH
INV 116.8 (6"W)
INV 116.7 (8"W)
15+18.93
INV 117.5 (8"W)

REMOVE EX BO &

CONNECT TO EX
8"W (PVC C900 CL305)

PROPOSED

CENTERLINE PROFILE

PROPOSED GUTTER

FLOWLINE PROFILE
ROUGH

GRADE UNDERCUT

ORIGINAL GROUND

PROFILE AT CENTERLINE

2.00% 15+57.93 GB 15+71.43 RESOLUTION WAY= 9+24.00 HONOR LANE 121.81 122.08 15+11.47
INV 113.92 (12"OUT)

REMOVE PLUG &

CONNECT TO EX
15+06.18
INV 111.28 (8"OUT)

REMOVE PLUG &

CONNECT TO EX
36" MIN.

COVER 15+28.93 MATCH EX 121.65
RL=18'
1 1
1 12"
MIN 10+00.00 RESOLUTION WAY = 11+98.44 ANTHEM DRIVE (S) /REVELRY DRIVE (S) 10+13.50 GB 10+40.30 LP 12+40.00 HP 13+84.22 LP RL=76'
RL=25' 13+84.22
INV 116.7 (8"W)
12" MIN
RIM120.9
INV 112.00 (6"IN)(S)
INV 111.83 (8"OUT)(N) 13+50.00 STD 48" SSMH
156 LF 8" SS S=0.0035
9+91.33
INV 110.76 (6"SS)
44 45 51
61 75
76 14
46 47 48 49 50
57 74
77 78
16 59 58 56 54
15 52 53
60 55
62 DW
DW
DW
DW

1.43%6"RW

0.62%15"SD
8"SS 8"W 8"W
8"W 8"SS 8"SS
15"SD 18"SD DWDW DWDW DWDW DWDWDWDW DWDW DWDW DW DW
DW
DW
DW
DW
DW
DW

1.07%

0.50%

1.17% 8"SS 6"SS
8"W
8"W
8"W
15"SD
12"SD
6"SS
6"SS 24"SD
30"SD 11+62.9312+21.22 12+76.22 13+31.22 14+34.2214+84.22 14+87.93 13+37.93 14+37.93 12+87.93 12+37.93 11+37.93 11+87.93 10+90.30 10+00
11+00 12+00 13+00 14+00 15+00
11+00
12+00
13+00 9+00 10+00
17 18 11+23 SS 11+73 SS 12+03 SS12+73 SS 13+03 SS13+73 SS 14+03 SS14+73 SS 15+03 SS12+91 SS13+69 SS 13+99 SS14+69 SS 14+99 SS 12+06 SS 12+61 SS 11+18.67 EC FL 120.45 15+28.93 CR
FL 121.21 11+18.67 EC FL 120.45
10+48.51 CR
FL 120.13
15+28.93 CR
FL 121.21
8+81.50 CR
FL 121.47
9+66.50 CR
FL 121.81
12+37.35 CR
FL 120.60
11+53.63 CR
FL 120.26
1 1
10+38.30 CR
FL 120.10
2 2 43' 21.5' 21.5' 5'
5' 3' 5'
5 5
6 RL=ENT LEN
RL=18' 13+84.22 DI FL 120.41 13+87.93 DI FL 120.40 10.5' 12+40.00 HP FL 120.99 (LT&RT) 3 4
HP/FL 120.39
RL=76'
RL=25'
R=21' (TYP) 12+30 WS 12+46 WS 14+30 WS 14+46 WS
RNo. 65801 EGI STERED PROFESSI ONAL ENG I NEER

STATE OF CAL IFORN

C I V I L
IA
JENNI FER N. LANE
410
MacKay and Somps is not responsible for the accuracy or completeness of reproductions of this document generated by others from electronic REVISION CHECKED BY: NO. DATE: SCALE: DRAWN BY: DESIGNED BY: PROJECT NO. SHEET OF APPROVED BY DATE CITY OF LINCOLN CALIFORNIA REVELRY DRIVE (E) IMPROVEMENT PLANS FOR LIBERTY LINCOLN - VILLAGE 2 J.N.L. A.S. STAFF H:1"=40'; V:1"=4' 18484.A2.V2 9 (STA 10+00.00 TO 15+69.58)
130
120
110
100
10 11 12 13 14

REVELRY DRIVE (E)
(43' R/W)
100
110
120
130
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678 (916) 773-1189

PROPOSED C/L
GRADES
7°04'03"

REVELRY DRIVE (E)

C/L CURVE DATA
14+80.13 TO 15+41.81 61.68' 500'
STATION Δ L R

FOR MACKAY & SOMPS
0 20 40 80
SCALE: 1"=40'
NOTE: DATUM FOR THIS
PROJECT IS NGVD 29 JUNE 2025 12

REVELRY DRIVE (S)
SEE SHEET 10

HONOR LANE

SEE IMPROVEMENT PLANS FOR
LIBERTY AT LINCOLN-VILLAGE 1

BY MACKAY & SOMPS CIVIL ENGINEERS
10+00.00 REVELRY DRIVE (E) =
14+74.83 REVELRY DRIVE (S)

BOXED SURVEY MONUMENT
PER STD DTL H-24
1 PROFILE KEYNOTES

CONTRACTOR SHALL VERIFY INVERT AT EXISTING
UTILITIES AND CONTACT ENGINEER 24 HOURS

PRIOR TO MAKING CONNECTION IF ELEVATION
DIFFERS MORE THAN 0.1' FROM PLANS
REVELRY DRIVE (E) SEE IMPROVEMENT PLANS FOR LIBERTY AT LINCOLN-VILLAGE 1 BY MACKAY & SOMPS CIVIL ENGINEERS 16+17.79 REVELRY DRIVE (E) =
11+52.85 HONOR LANE
15 16 17
TYPE 1 CURB AND GUTTER PER STD DTL H-2
SIDEWALK RAMP PER STD DTL H-5A, CASE C
STA 11+00.00 TO 11+21.86 GUTTER SLOPE=-0.88%, CROSS
SLOPE VARIES FROM 2.0% MIN TO 2.8% MAX
STA 11+21.86 TO 11+33.55 GUTTER SLOPE=0.50%, CROSS
SLOPE VARIES FROM 2.0% MIN TO 2.8% MAX

CONTRACTOR SHALL VERIFY ELEVATION AT EXISTING
CURBS AND CONTACT ENGINEER 24 HOURS PRIOR TO

MAKING CONNECTION IF ELEVATION DIFFERS MORE THAN

0.1' FROM PLANS

REMOVE & DISPOSE OF EXISTING BARRICADE, AND

CONFORM TO EXISTING PAVEMENT PER STEP GRIND
DETAIL ON SHEET 4
SIDEWALK RAMP PER STD DTL H-5A, CASE C, WITH 10'

WIDE LANDING

PLAN KEYNOTES
4 1
2 5
6 3 6-05-2025 P:\18484\DES\IP\Area 2\V2\09-LL-VIL2-PNP-S DR(E).dwg [1] P:\18484\DES\IP\Area
2\V2\D-L -VIL2-TBLK-AN
O.dwg [2] P:\18484\SRV\CS\D-CS-LIBERTYAREA

2.dwg [3] P:\18484\DES\_
Mstrs\D-IP-L -A2-V1.dwg [4] P:\18484\DES\_
Mstrs\D-IP-L -A2-V2.dwg [5] P:\18484\DES\IP\Area
2\V2\Profiles\D-P -A2-V2_S
DR(E).dwg [6] P:\18484\SRV\CS\D-CS-LIBERTYAREA

2.dw 16:00:04 eganchenko
7 INV 115.12 (12"IN)(E)
INV 115.12 (12"IN)(S)
INV 115.12 (15"OUT)(W)
RIM123.3 16+23.39 STD 48" SDMH
INV 112.01 (6"IN)(N)
INV 111.94 (8"IN)(S)
INV 111.84 (8"OUT)(W)
RIM123.3 16+12.13 STD 48" SSMH
16+30.84 8" TEE
INV 119.0 (8"W)
2:1
HGL10
119.46
RL=48'

0.70% -0.40%

0.50% 121.06 121.24 121.31 121.21 121.11 121.01 121.06 121.18 121.31 121.43 121.56 121.68 121.81 121.93 122.06 122.18 122.31 122.43 122.56 122.68 122.81 122.93 123.06 123.16 123.18 123.31 123.40 123.43 123.56 123.68 123.81 123.93 124.06

0.50%
16+17.79 REVELRY DRIVE (E) = 11+52.85 HONOR LANE 123.40 15+69.58 MATCH EX 123.16 10+12.62 2" BO
INV 116.3 (8"W)
10+71.70 FH
INV 116.8 (8"W)
15+36.42 FH
INV 118.5 (8"W)
15+59.58
INV 118.6 (8"W)
INSTALL 2" BO 8"W (PVC C900 CL305)
INV 114.19 (15"IN)(N)
INV 114.19 (18"OUT)(W)
RIM121.0 10+01.00 STD 48" SDMH 11+19.86 C/L 11+33.55 CALTRANS TYPE "GOL-7" DI (RT) C/L TYPE "B DEEP" DI (LT) (SEE SHEET 4) 15 LF 12" SD S=0.0030
17 LF 12" SD S=0.0030
INV 116.49 (12"OUT)
INV 114.47 (12"OUT)
INV 116.43 (12"IN)(E)
INV 114.43 (12"IN)(NW)
INV 114.43 (15"OUT)(S)
RIM120.9 11+19.86 STD 48" SDMH 14+71.86 C/L TYPE "B" DI (RT) 20 LF 12" SD S=0.0030
INV 117.78 (12"OUT)
INV 117.72 (12"IN)(SE)
INV 115.53 (12"OUT)(N)
RIM122.6 14+71.86 STD 48" SDMH
15+46.79
INV 115.35 (12"OUT)

REMOVE PLUG &

CONNECT TO EX
INV 115.13 (4"IN)(SE)
INV 114.63 (6"OUT)(N)
RIM121.1 10+20.34 STD 48" SSMH
INV 113.13 (6"IN)(S)
INV 112.96 (8"OUT)(N)
RIM121.8 13+20.34 STD 48" SSMH
300 LF 6" SS S=0.0050 225 LF 8" SS S=0.0035
119 LF 15" SD S=0.0020
8"W (PVC C900 CL305)
210 LF 6" SS S=0.0275
1 1
1 11+21.86
INV 116.8 (8"W)
12" MIN
10+26.76
45° BEND (H)
INV 116.4 (8"W)
36" MIN.

COVER
10+00.00 REVELRY DRIVE (E) =14+74.83 REVELRY DRIVE (S) 10+40.96 HP11+33.55 LP 121.06121.35 120.98 10+10.50
45° BEND (H)
INV 116.3 (8"W)
RL=ENT LEN
RL=76'
15+45.13
INV 112.17 (8"OUT)

REMOVE PLUG &

CONNECT TO EX
75 LF 12" SD
S=0.0030
12+33.55 GATE VALVE
INV 117.3 (8"W)
RL=76'
RL=76'
22 23 26 27 29 31 32
40 39 38 36
43 73
30 41 37 33
28 35 34
42 19
20 21 24 25 72 71 DWDW
DW 6"RW

0.77%

1.82% DW
8"SS
8"W
8"W 8"W 8"SS
12"SD
6"SS 15"SD 11+83.55 12+33.55 12+83.5513+33.55 13+83.5514+33.55 15+36.07 10+71.86 11+71.86 12+21.8612+71.86 13+21.8613+71.86 14+21.86 15+20.18 15+69.58 10+00 11+00 12+00 13+00 14+00 15+00
16+00
17+00 DWDW DWDWDWDW DWDW DWDW DWDW DWDW DW DWDW
DW

DW DWDW
DW

DW DWDW

1.33%

0.50%

0.55%
6"SS 8"W
8"W 8"W
12"SD
15"SD 18"SD
8"SS 14+00 10+50 11+00 10+56.37 CR FL 120.85 10+43.73 PRC/HP FL 120.93 14+80.13 BC FL 122.2715+41.81 EC FL 122.58 15+69.58 MATCH EX FL 122.72 (LT&RT) 10+46.50 CR/WS
FL 120.88 14+80.13 BC FL 122.27 15+41.81 EC FL 122.58 15+80.23 CR FL 122.77
14+28.33 CR
FL 120.19
14+18.46 CR
FL 120.22
14+31.10 PRC
FL 120.30
14+64.43
14+16.58 10+21.86
9+90.84
11+15.30 CR
FL 122.47 16+20.06 16+56.76 11+41 SS12+07 SS 12+37 SS 10+05 SS 10+37 SS11+07 SS 13+07 SS 13+37 SS14+07 SS 14+37 SS 15+35 SS 15+06 SS 15+51 SS 15+20 SS 12+19 SS 12+49 SS13+19 SS 13+49 SS14+19 SS 14+49 SS 11+69 SS 43' 21.5' 21.5' 5' 5' 3' 1 1 5'
14+32 SS 17+07.75
70 17+44.44
RL=ENT LEN
RL=48' RL=ENT LEN
RL=76'
5 5 14+83.71 11+33.55 LP FL 120.54 14+71.86 DI FL 122.23 11+21.86 FL 120.48 LOT K
7 10.5'
3 4
RL=ENT LEN
9+79.56 C/L RAMP
FL 120.93 5' 13+64 WS 13+80 WS 9+94 WS 14+64 WS 14+80 WS12+78 WS 12+90 WS 11+64 WS 11+80 WS 2 RL=76' RL=76'
RNo. 65801 EGI STERED PROFESSI ONAL ENG I NEER

STATE OF CAL IFORN

C I V I L
IA
JENNI FER N. LANE
411
MacKay and Somps is not responsible for the accuracy or completeness of reproductions of this document generated by others from electronic REVISION CHECKED BY: NO. DATE: SCALE: DRAWN BY: DESIGNED BY: PROJECT NO. SHEET OF APPROVED BY DATE CITY OF LINCOLN CALIFORNIA ANTHEM DRIVE (S)/REVELRY DRIVE (S) IMPROVEMENT PLANS FOR LIBERTY LINCOLN - VILLAGE 2 J.N.L. A.S. STAFF H:1"=40'; V:1"=4' 18484.A2.V2 10 (STA 10+00.00 TO 14+74.83) 130
120
110
100
10 11 12 13 14 15

ANTHEM DRIVE (S)/REVELRY DRIVE (S)
(43' R/W)
100
110
120
130 6-05-2025 P:\18484\DES\IP\Area 2\V2\10-LL-VIL2-PNP-S DR(S).dwg 15:23:00 eganchenko 1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678 (916) 773-1189

PROPOSED C/L
GRADES
12+64.12 TO 13+70.10 24°17'19" 105.98' 250'
26°17'19"

C/L CURVE DATA
10+49.93 TO 11+64.64 114.71' 250'
STATION Δ L R

FOR MACKAY & SOMPS
0 20 40 80
SCALE: 1"=40'
NOTE: DATUM FOR THIS
PROJECT IS NGVD 29 JUNE 2025 12

REVELRY DRIVE (E)
SEE SHEET 9
14+74.83 REVELRY DRIVE (S) =
10+00.00 REVELRY DRIVE (E)

BOXED SURVEY MONUMENT
PER STD DTL H-24
TYPE 1 CURB AND GUTTER PER STD DTL H-2
SIDEWALK RAMP PER STD DTL H-5A, CASE C
STA 10+70.00 TO 11+07.81 GUTTER SLOPE=-0.77%, CROSS
SLOPE VARIES FROM 2.0% MIN TO 3.0% MAX
STA 11+07.81 TO 11+25.48 GUTTER SLOPE=0.40%, CROSS
SLOPE VARIES FROM 2.0% MIN TO 3.0% MAX
STA 14+18.46 TO 14+26.33 GUTTER SLOPE=-0.40%, CROSS
SLOPE VARIES FROM 2.0% MIN TO 2.2% MAX
SIDEWALK RAMP PER STD DTL H-5A, CASE C, WITH 10'

WIDE LANDING AND NO RETAINING CURB

PLAN KEYNOTES
4 1
2 5
3 RESOLUTION WAY
SEE SHEET 8
ANTHEM DRIVE (W) SEE SHEET 7
11+98.44 ANTHEM DRIVE (S) =
11+98.44 REVELRY DRIVE (S)
10+00.00 RESOLUTION WAY

BOXED SURVEY MONUMENT
PER STD DTL H-24
10+00.00 ANTHEM DRIVE (S) =
10+00.00 ANTHEM DRIVE (W)

BOXED SURVEY MONUMENT
PER STD DTL H-24
12"
DETAIL B - 60" SDMH
STA 14+16.46 (5.0' LT)
SCALE: NTS

CENTER OF SDMH
24" SD 18" SD
12" SD

SDMH STATION
PER PLAN 12" MIN
12" SD
06°33'19"

ANTHEM DRIVE (S)/REVELRY DRIVE

STORM DRAIN CURVE DATA
11+07.81 TO 11+93.33 85.81' 750'
STATION Δ L R
22°31'06"

ANTHEM DRIVE (S)

SANITARY SEWER CURVE DATA
10+65.93 TO 11+67.48 98.25' 250'
STATION Δ L R
12+31.68 TO 14+02.59 24°17'19" 169.57' 400'
N88°43'47"W

ANTHEM DRIVE (S)

SANITARY SEWER LINE DATA
10+17.33 TO 10+65.93 48.15'

STATION B D
N87°57'25"W

ANTHEM DRIVE (S)

STORM DRAIN LINE DATA
10+05.37 TO 11+07.81 102.84'

STATION B D
INV 114.60 (12"OUT)
17 LF 12" SD (RCP CLIII) S=0.0035
INV 114.54 (12"IN)(S)
INV 113.50 (30"IN)(E)
INV 113.50 (30"OUT)(W)
17 LF 30" SD S=0.0016
INV 113.53 (12"IN)(N)
INV 113.53 (30"IN(E)
INV 113.53 (30"OUT)(W)
14 LF 12" SD S=0.0030
INV 113.57 (12"OUT)

PROFILE KEYNOTES
1 2
3 4
5 6
7 ANTHEM DRIVE (S)/REVELRY DRIVE (S)
6 -0.75% -0.35% 0.40% 0.40%
-0.40% 0.72%
10+00.00 ANTHEM DRIVE (S) =10+00.00 ANTHEM DIRVE (W) 10+56.45 GB 11+25.48 LP 11+98.44 ANTHEM DRIVE (S)/ REVELRY DRIVE (S)= 10+00.00 RESOLUTION WAY 14+74.83 REVELRY DRIVE (S) = 10+00.00 REVELRY DRIVE (E) 12+79.91 HP14+18.46 LP 121.26120.83120.59 120.88 121.21 120.66121.06 9+98.94 45° BEND (H)
INV 117.0 (8"W
10+44.13 FH
INV 116.8 (8"W)
11+86.98 TEE
INV 116.4 (8"W)
14+48.07
45° BEND (H)
INV 116.3 (8"W)
8"W (PVC C900 CL305) 121.26 121.07 120.88 120.77 120.68120.69 120.79 120.89 120.99 121.09 121.19 121.13 121.03 120.93 120.83 120.73 120.71 120.89 121.06 INV 114.19 (15"IN)(N)
INV 114.19 (18"OUT)(W)
RIM121.0 14+69.83 STD 48" SDMH 14+16.46 C/L TYPE "B" DI (RT) 14+26.33 C/L TYPE "B DEEP" DI (LT) (SEE SHEET 4) 14 LF 12" SD S=0.0030
20 LF 12" SD S=0.0225
INV 115.53 (12"OUT)
INV 114.12 (12"OUT)
INV 115.08 (12"IN)(S)
INV 114.08 (12"IN)(NE)
INV 114.08 (18"IN)(E)
INV 114.08 (24"OUT)(W)
RIM120.6 14+16.46 STD 60" SDMH
INV 113.64 (12"IN)(N)
INV 113.64 (24"IN)(SE)
INV 113.64 (30"OUT)(NW)
RIM120.8 11+93.33 (1.0' LT) STD 60" SDMH
INV 113.33 (30"IN)(E)
INV 113.33 (30"OUT)(N)
RIM121.0 10+05.37 (4.0' LT) STD 60" SDMH 11+07.81 C/L TYPE "B DI (RT) RIM120.6
11+07.81 (2.6' LT) STD 60" SDMH
103 LF 30" SD
S=0.0016
86 LF 30" SD
S=0.0016 222 LF 24" SD S=0.0020
INV 110.19 (4"IN)(SW)
INV 109.69 (6"IN)(E)
INV 109.52 (8"OUT)(N)
RIM120.9
10+17.33 (5.8' RT) STD 48" SSMH
INV 111.00 (6"IN)(SE)
INV 110.90 (6"OUT)(NW)
RIM121.0 12+64.12 STD 48" SSMH
INV 112.36 (4"IN)(S)
INV 111.86 (6"OUT)(W)
RIM120.6 14+31.58 STD 48" SSMH
243 LF 6" SS S=0.0050
171 LF 6" SS S=0.0050
36" MIN.

COVER

PROPOSED

CENTERLINE PROFILE

PROPOSED GUTTER

FLOWLINE PROFILE
ROUGH

GRADE UNDERCUT

ORIGINAL GROUND

PROFILE AT CENTERLINE
12" MIN
12" MIN
11+25.48
INV 116.4 (8"W)
53 LF 18" SD S=0.0020
11+24.58 (1.06'LT) STD 60" SDMH PER STD
RIM120.6 11+25.48 C/L TYPE "B DEEP" DI (LT) (SEE SHEET 4) 1 2 3
4 5
6 7
RL=ENT LEN
RL=ENT LEN DW DWDW
DW

DW DWDW
DW
DW DW

DW DWDW
DW
DW
DW
DW
DW
DW DW

1.07%

0.51%0.51%

0.50%

1.17%

0.53%

0.50%

1.33%

0.50%

0.55% 6"SS
8"W
8"W 8"W
8"W
8"W
8"W 15"SD
18"SD
12"SD
6"SS
6"SS
8"SS
30"SD
6"SS
24"SD
6"SS
30"SD
30"SD 13+88.33 14+16.58 13+67.03
11+82.19 10+35.42
9 12
18 22
23 43
44 61
14 17
10 11 13
16 42
63 15
19 20
21 62
10+00
11+00
12+00
13+00
14+00
10+00
11+00
10+00
11+00 10+00 11+00
14+64.43
10+71.86
10+21.86
9+90.84
8 10+56.45 CR/GB FL 120.39 10+42.54 PRC FL 120.48
11+64.64 EC
FL 120.31
12+64.12 BC
FL 120.70 13+70.10 EC FL 120.41 14+31.10 PRC FL 120.30 14+18.46 BC/LP FL120.22 10+44.13 CR FL 120.49 10+44.13 CR/FH FL 120.48 10+49.93 BC FL 120.44 11+53.63 CR/WS
FL 120.26
12+64.12 BC
FL 120.70
12+37.35 CR
FL 120.60
14+28.33 CR
FL 120.19 13+70.10 EC FL 120.41
10+46.50 WS
FL 120.88
10+43.73 PRC/HP
FL 120.93
10+56.37 CR
FL 120.85
10+48.51 CR
FL 120.13
10+38.30 CR
FL 120.10
10+25 SS
10+91 SS
11+24 SS
12+17 SS
12+47 SS
13+37 SS
13+10 SS 14+02 SS 14+32 SS
10+37 SS
10+05 SS 13+73 SS 14+05 SS
13+19 SS 11+40 SS 10+95 SS 10+65 SS
10+23 SS
10+47 SS
10+85.43
10+32.83
10+56.06 CR
FL 120.41
10+42.60 PRC
FL 120.49
1 1
2 2
43' 21.5' 8'
3'
LOT K
6 12+42 WS
9+97.37 1
11+07.81 FL 120.08
13+23.46 13+35.2311+25.48 LP FL 120.15
3 4 SEE DETAIL B THIS SHEET
9+85.32 HP/FL 120.77
HP/FL 120.39
5 12+32.19
9+98.09
10+56.45 GB FL 120.39
12+79.91 HP/FL 120.77 (LT&RT)

10.5' 10+78.67 LP FL 120.32
9+79.56 C/L RAMP 1'

21.5' R=25'
11+90 WS
11+74 WS
12+87 WS
12+73 WS
2 RL=ENT LEN
2 HP/FL 120.60
RNo. 65801 EGI STERED PROFESSI ONAL ENG I NEER

STATE OF CAL IFORN

C I V I L
IA
JENNI FER N. LANE
412
MacKay and Somps is not responsible for the accuracy or completeness of reproductions of this document generated by others from electronic PROJECT NO. SHEET OF REVISION CHECKED BY: NO. DATE: SCALE: DRAWN BY: DESIGNED BY: APPROVED BY DATE EROSION CONTROL PLAN IMPROVEMENT PLANS FOR LIBERTY LINCOLN - VILLAGE 2 18484.A2.V2 11 J.N.L. A.S. 1"=60' STAFF 6-05-2025 P:\18484\DES\IP\Area 2\V2\11-LL-VIL2-EROS.dwg 15:27:07 eganchenko 1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678 (916) 773-1189 JUNE 2025 12 0 20 40 80
SCALE: 1"=40'
EROSION CONTROL NOTES:

EROSION AND SEDIMENT CONTROL MEASURES FOR

THIS PROJECT SHALL BE IN SUBSTANTIAL COMPLIANCE

AT ALL TIMES WITH THE STORM WATER POLLUTION

PREVENTION PLAN (SWPPP) PREPARED FOR THE

PROJECT IN ACCORDANCE WITH THE STATE OF
CALIFORNIA GENERAL CONSTRUCTION PERMIT.

EROSION CONTROL ON THIS PLAN IS FOR TEMPORARY
DRAINAGE PURPOSES. PLEASE SEE SWPPP FOR

LOCATION AND IMPLEMENTATION OF EROSION AND
SEDIMENT CONTROL.

LEGEND
STABILI=ED CONSTRUCTION

ENTRANCE

SILT FENCE

FIBER ROLL

STORM DRAIN INLET PROTECTION

OVERLAND RELEASE
HYDROSEED BUFFER STRIP (20' MIN)
AND SLOPES GREATER THAN 10:1

FOR MACKAY & SOMPS
NOTE: DATUM FOR THIS
PROJECT IS NGVD 29
15"SD
12"SD 15"SD 30"SD 30"SD
15"SD 24"SD 18"SD 30"SD
36"SD
12"SD 30"SD 15"SD 15"SD
18"SD
12"SD
30"SD
24"SD
30"SD
30"SD 30"SD 60"SD
60"SD
36"SD
6 12
14 17
20 31
42 45
49 53
54 60
63 61
64 65
66 72
10 11
25 26
27 30
34 35
36 37
38 50
55 57
58 59
62 67
69 70
71 76 74 73
30 33
34 36
1 2
3 4
5 8
9 13
18 21
22 29
33 39
46 48
51 56
1 78 75
27 32
35 7
15 16
19 23
24 28
32 40
41 44 43
47 52
68 79 77
28 29
31 HONOR LANE

ANTHEM DRIVE (S)

RESOLUTION WAY

ANTHEM DRIVE (W)

REVELRY DRIVE (E)

FUTURE LIBERTY PARKWAY

INGRAM SLOUGH
HONOR
LANE
LOT J
LOT H
LOT G
4+00 5+00
FG 124.5 FG 121.7
FG 124.9
FG 123.0

REVELRY DRIVE (S)
VILLAGE 1 LIBERTY PARKWAY
LOT K
RNo. 65801 EGI STERED PROFESSI ONAL ENG I NEER

STATE OF CAL IFORN

C I V I L
IA
JENNI FER N. LANE
413
MacKay and Somps is not responsible for the accuracy or completeness of reproductions of this document generated by others from electronic PROJECT NO. SHEET OF REVISION CHECKED BY: NO. DATE: SCALE: DRAWN BY: DESIGNED BY: APPROVED BY DATE CITY OF LINCOLN CALIFORNIA SIGNING AND STRIPING IMPROVEMENT PLANS FOR LIBERTY LINCOLN - VILLAGE 2 18484.A2.V2 12 J.N.L. A.S. 1"=60' STAFF 6-05-2025 P:\18484\DES\IP\Area 2\V2\12-LL-VIL2-SIGN.dwg 15:42:26 eganchenko 1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678 (916) 773-1189 JUNE 2025 12 0 20 40 80
SCALE: 1"=40'

FOR MACKAY & SOMPS
NOTE: DATUM FOR THIS
PROJECT IS NGVD 29

STREET NAME SIGN PLACEMENT PER CITY STD DTL
H-15 (TYP FOR ALL STREET NAME LOCATIONS)
PLAN KEYNOTES:
1 STREET NAME SIGN

BLUE RETROREFLECTIVE RAISED PAVEMENT
MARKER. LOCATION TO BE 1' OFFSET FROM

CENTERLINE TOWARDS THE FIRE HYDRANT
SIDE
INSTALL "STOP" PAVEMENT MARKING PER CITY
STD DTL H-19
LEGEND
NOTE: STOP LEGENDS, CROSSWALKS, AND
MARKINGS SHALL BE THERMOPLASTIC. STOP
LINES ARE TO BE SOLID WHITE LINES (12"

WIDE) EXTENDING FROM CENTERLINE OF
ROAD TO EDGE OF TRAVEL LANE. STOP

CENTERLINE PROJECTION OF

RAMPS (FROM BACK OF CURB)
WHITE
LEGEND
12" WHITE

STOP BAR

STOP BAR STRIPING
NTS
R1-1 SIGN (PER 2014 MUTCD
REVISION 6) WITH STREET NAMES

LOCATION OF STOP LEGEND

AND STOP BAR PER CITY STD
DTL H-19
2 SEE DTL STOP BAR STRIPING, THIS SHEET
6 12
14 17
20 31
42 45
49 54 53
60 61 63
64 65
66 72
10 11
25 26
27 30
34 35
36 37
38 50
55 57
58 59
62 67
69 70
71 76 74 73
30 33
34 36
1 2
3 4
5 8
9 13
18 21
22 29
33 39
46 48
51 56
1 78 75
27 32
35 7
15 16
19 23
24 28
32 40
41 44 43
47 52
68 79 77
28 29
31 VILLAGE 1

INGRAM SLOUGH
1 LOT J
LOT H
LOT G
LOT K

HONOR LANE

ANTHEM DRIVE

RESOLUTION WAY ANTHEM DRIVE REVELRY DRIVE FUTURE LIBERTY PARKWAY HONOR
LANE

REVELRY DRIVE
1 REVELRY DRIVE ANTHEM DRIVE LIBERTY PARKWAY
2 RNo. 65801 EGI STERED PROFESSI ONAL ENG I NEER

STATE OF CAL IFORN

C I V I L
IA
JENNI FER N. LANE
414
TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
VILLAGE 2 STREET LIGHTING PLAN
SCALE: 1" = 50' ANTHEM DRIVE RESOLUTION WAY
DRIVE
HONOR LANE REVELRY DRIVE VILLAGE 2 STREET LIGHT PLAN
MATCHLINE VILLAGE 1
NEW SERVICE POINT - VILLAGE 2 WIRING DIAGRAM

NO SCALE
CONSTRUCTION NOTES (FOR THIS SHEET ONLY):

STREET LIGHTING GENERAL NOTES:

LEGEND
DRIVE

REVELRY
ANTHEM
415
ATTACHMENT-5
416
417
418
419
420
421
422
423
424
425
426
427
428
429
430
431
432
433
434
435
436
437
438
439
440
SUBJECT:

Adopt a Resolution Approving the Liberty at Lincoln Village 3B Final Map. (Sukhpal (SP) Mann)
SUBMITTED BY: SP Mann
DEPARTMENT: Engineering
DATE: March 24, 2026
Item Number 12.G
STAFF RECOMMENDATION:

Staff recommends that City Council adopt a resolution as follows: (a) approving the Liberty at Lincoln Village 3B Final Map and (b) authorizing the City Clerk to sign the Clerk’s Statements.

BACKGROUND/INTRODUCTION:

The Liberty at Lincoln Phase 1 project, which is part of the Lewis Property in Village 7 Specific Plan Project Area, is located west of the Sorrento Parkway and Ferrari Ranch Road intersection. Liberty at Lincoln Village 3B public subdivision is located just south of the intersection of Majesty Way/ Medal Drive within the Liberty at Lincoln Phase 1 Project (Attachment-2) and consists of 6 Medium Density Residential lots.

The Liberty at Lincoln Phase 1 Vesting Tentative Subdivision Map was conditionally approved on December 13, 2016, per City Council Resolution 2016-242. Subsequently, an amendment to the approved Phase 1 Vesting Tentative Subdivision Map was approved on August 9, 2022, per City Council Resolution 2022-189 allowing a total of 565 residential lots (148 Low Density Residential lots and 417 Medium Density Residential lots) and two park lots. A Large Lot Final Map for the Liberty at Lincoln Phase 1 was approved on August 27, 2024 per City Council Resolution 2024-169, and the Small Lot Subdivision Final Map for Village 3A was approved under City Council Resolution 2024-211.

The property owner, Lincoln Land Holdings, LLC is now requesting approval of Liberty at Lincoln Village 3B Final Map. The approval of the subdivision improvement agreement and the improvement plans has been already granted by the City Council with the Liberty at Lincoln Village 3A Final Map Approval under Resolution 2024-211. The Liberty at Lincoln Village 3 Improvement Plans, which includes both Villages 3A & 3B, have been approved by the City Engineer and Fire Battalion Chief, and are currently under construction.

City costs for review of the Liberty at Lincoln Village 3B Final Map and Improvement Plans were funded pursuant to the City’s master fee schedule with full cost recovery borne by the

STAFF REPORT
441
applicant through funds deposited into Developer Fund 248.

FINDINGS/ANALYSIS:

The Liberty at Lincoln Village 3B Final Map (Attachment 2) was reviewed by the City’s Surveyor for technical correctness and the City Engineer for conformance with the approved Vesting Tentative Map and Conditions of Approval (Attachment 3).

Section 66462 of the Subdivision Map Act requires the installation of all public improvements or an agreement with the local agency to secure the installation of these public improvements.

Lincoln Land Holdings, LLC, has already executed the Liberty at Lincoln Village 3 Subdivision Improvement Agreement that covers both Villages 3A & 3B, and provided securities to guarantee the performance and payment of the construction of public improvements (Attachment 4). The securities for the one-year warranty period will be provided prior to the Notices of Completion and acceptance of both phases of the project.

Staff is requesting that the City Council approve the Liberty at Lincoln Village 3B Final Map (Attachment 2).

FISCAL IMPACT:

The Liberty at Lincoln – Village 3B project will increase required levels of maintenance associated with public streets, storm drain, water, sewer, landscaping, open space, street lighting, and stormwater quality features throughout the City. Liberty at Lincoln-Phase 1 project has been annexed into Community Facilities District (CFD) 2018-1 (Maintenance Services) to help mitigate the increase in infrastructure maintenance associated.

The Liberty at Lincoln – Phase 1 project has also been annexed into the CFD 2018-2 (Public Services) to provide funding to mitigate the subdivision impact on the General Fund.

ATTACHMENTS:

Liberty_at_Lincoln_Village_3B.docx
Liberty Village 3B Final Map.DOC2.Attach 2. Final Map Reso.2026.Mar 24.SP Mann.pdf Liberty Village 3B Final Map.DOC3.Attach 3.COA.Reso.2026.Mar.24.SP Mann.pdf Liberty Village 3B Final Map.DOC4.Attach 4.Plans.Reso.2026.Mar.24.SP Mann.pdf 442
Resolution No. 2026-XXX

RESOLUTION NO. 2026 - XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LINCOLN APPROVING, LIBERTY AT LINCOLN VILLAGE 3B FINAL MAP AND AUTHORIZING THE

RECORDING OF THE FINAL MAP
WHEREAS, the City Council conditionally approved the amended Vesting Tentative Map for Liberty at Lincoln – Phase 1 on August 9, 2022 per City Council Resolution 2022-189; and
WHEREAS, the improvement plans for the Liberty at Lincoln Village 3B were included within the Liberty at Lincoln Village 3 Improvement plans, and were approved by City Council Resolution 2024-211; and
WHEREAS, the subdivision improvement agreement and security for the Liberty at Lincoln Village 3B public improvements were included within the Liberty at Lincoln Village 3A improvement agreement that approved by City Council Resolution 2024-211; and WHEREAS, the owner, Lincoln Land Holdings, LLC, has requested the recordation of the Liberty at Lincoln Village 3B Final Map in accordance with section 66462 of the Subdivision Map Act; and
WHEREAS, the Liberty at Lincoln Village 3B Final Map is technically correct as approved by the City’s Surveyor; and
WHEREAS, the City Engineer has determined that the Liberty at Lincoln Village 3B Final Map is substantially the same as it appeared on the Liberty at Lincoln – Phase 1 Vesting Tentative Map and any approved alteration thereof; and
WHEREAS, the City Engineer has determined that all conditions of approval applicable to the Liberty at Lincoln Village 3B Final Map have been satisfied; and WHEREAS, the City Engineer has determined that all provisions of the Subdivision Map Act and any local ordinances applicable at the time of approval of the Vesting Tentative Map have been satisfied; and
WHEREAS, the City has determined that the Liberty at Lincoln Village 3B Final Map is exempt from the California Environmental Quality Act (Public Resources Code § 21000 et seq., CEQA) pursuant to Public Resources Code 21080(b)(1) and CEQA guidelines section 15268(b)(3).

NOW THEREFORE BE IT RESOLVED:

Section 1. Pursuant to Section 66474.1 of the Subdivision Map Act, the City Council hereby finds and determines that the Final Map for Liberty at Lincoln Village 3B is in 443
Resolution No. 2026-XXX

substantial compliance with the previously approved Liberty at Lincoln Phase 1 Vesting Tentative Map and all associated conditions of approval specific to this Final Map have been satisfied; and
Section 2. The Liberty at Lincoln Village 3B Final Map is hereby approved, and the City Clerk is authorized to sign the Clerk’s Statements accepting on behalf of the public, a public easement for construction and maintaining centralized mail delivery boxes, pedestals and slabs together with any and all appurtenances pertaining thereto including pedestrian access for delivery and receipt of mail on, over and across strips of land five feet in width contiguous and outside all rights of way.

Section 3. The City Clerk is authorized to proceed with the Recordation of the Liberty at Lincoln Village 3B Final Map at the office of the County Recorder.

PASSED AND ADOPTED this 24th day of March, 2026 by the following vote:

AYES: Councilmembers:

NOES: Councilmembers:

ABSENT: Councilmembers:

ABSTAIN: Councilmembers:
__________________________
____
Richard Pearl, Mayor
ATTEST:
_______________________________
Hope Ithurburn, City Clerk
444
ATTACHMENT-2
445

GG MAPS 92 LIBERTY AT LINCOLN VILLAGE 3A GG MAPS 97 LOT 4 LOT 3 LOT 9 LOT 8 LOT 2 LOT 1 N30°11'33"W 102.85' N59°48'27"E 132.43' R=271.50' Δ=26°11'18" L=124.10'N40°21'05"W(R) N33°37'09"E 87.07' R=392.00' Δ=5°33'19" L=38.01' N55°12'14"E 39.95' R=392.00' Δ=8°59'19" L=61.50' N64°11'33"E 70.05' R=83.00' Δ=54°41'49" L=79.24' R=142.00' Δ=35°20'19" L=87.58' N43°26'13"W 92.51' N45°09'57"W(R) GG MAPS 92 GG MAPS 92 GG MAPS 92 GG MAPS 92 GG MAPS 92 A PORTION OF LOT 6 GG MAPS 92 LIBERTY AT LINCOLN VILLAGE 4A GG MAPS 96 LIBERTY AT LINCOLN VILLAGE 5 GG MAPS 98 A PORTION OF LOT 7 GG MAPS 92 N80°30'16"W(R) BOOK OF MAPS, PAGE 2

LIBERTY PARKWAY
SHALLUS BOULEVARD 0 100 200 400 SCALE: 1"=200' N SUBDIVISION BOUNDARY SHEET FERRARI RANCH ROAD CITY OF LINCOLN PLACER COUNTY CALIFORNIA LIBERTY AT LINCOLN 1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678 (916) 773-1189 BEING A SUBDIVISION OF A PORTION OF LOT 6 AS SHOWN AND SO DESIGNATED ON THAT CERTAIN FINAL MAP TITLED "LIBERTY AT LINCOLN PHASE 1 LARGE LOT MAP" FILED FOR RECORD OCTOBER 18, 2024, IN BOOK GG OF MAPS, AT PAGE 92, PLACER COUNTY RECORDS, SITUATED IN SECTION 29, TOWNSHIP 12 NORTH, RANGE 6 EAST, MOUNT DIABLO MERIDIANSHEET OF 3 MARCH 2026 VILLAGE 3B FINAL MAP FINAL MAP NO. PLN22-00100-05 447
N33°37'09"E 87.07'
N56°22'51"W 90.06'
N47°41'42"W(R) 111.36'
Δ=8°41'09" L=41.16' 11.63' N36°43'13"W(R) 99.79' Δ=10°58'29" L=52.0 ' N30°11'33"W 93.50' 22.43' N30°11'33"W 96.58' 55.00' N30°11'33"W 102.85' 55.00' Δ=6°31'40" L=30.93' N67°22'54"W(R) S53°12'34"E(R) N30°02'27"W(R) N40°21'05"W(R) N45°09'57"W(R) N43°26'13"W 92.51' R=142.00' Δ=35°20'19" L=87.58' R=83.00' Δ=54°41'49" L=79.24' R=392.0 ' Δ=8°59'19" L=61.50' R=142.00' Δ=35°20'19" L=87.58' R=83.00' Δ=54°41'49" L=79.24' N64°11'33"E 70.05' N55°12'14"E 39.95' R=392.00' Δ=5°33'19" L=38.01' 17.38' 22.57' Δ=4°45'19" L=32.54' Δ=4°14'00" L=28.96' 34.24' 35.81'
Δ=27°17'42" L=39.54' Δ=27°24'07" L=39.70' Δ=22°12'57" L=55.06' Δ=13°07'22" L=32.52' 6,131 SF 98 6,693 SF 99 5,621 SF 100 5,205 SF 101 5,457 SF 102 75.44' N59°48'27"E 132.43' R=271.50' Δ=26°1 '18" L=124.09' 5,767 SF 97 N59°48'27"E 345.74' 318.22' 27.52' R=250.0 ' Δ=26°1 '18" L=1 4.27' 49.71' 21.50'

21.50'

79.67' N33°37'09"E 129.38'
N29°11'33"W 292.81' 215.03'
N56°22'51"W 43.00'
N80°30'16"W(R)

21.5'

21.5'

21.5'

21.5'

21.5'

21.5'

21.5'

21.5'

21.5'
10' PUE PER 10' PUE PER 10' PUE GG MAPS 97 10' PUE GG MAPS 97 10' PUE GG MAPS 96 DN 2025-0010866 ORPC DN 2025-0010866 ORPC10' PUE PER DN 2025-0010866 ORPC BOOK OF MAPS, PAGE 3 N 0 30 60 SCALE: 1"=30' MEDAL DRIVE LIBERTY AT LINCOLN VILLAGE 4A GG MAPS 96 PUE PUBLIC UTILITY EASEMENT DIMENSION POINT MAPS BOOK OF MAPS (R) RADIAL BEARING ADJACENT PROPERTY RIGHT-OF-WAY EASEMENT LOT LINE CENTER LINE LOCATION OF 2-1/2" BRASS DISC IN MONUMENT WELL STAMPED "LS 8268" PER 1. ALL CURVEDIMENSIONSARE RADIUS,ARC LENGTHAND DELTA.ALL DISTANCESSHOWNARE GROUND DISTANCES AND ARE IN FEET AND DECIMALS THEREOF. 2. THISFINALMAPCONTAINS34,874SQUAREFEETOF LANDGROSSCONSISTINGOF 6 RESIDENTIAL LOTS (LOTS 97-102). 3. ALLRESIDENTIALFRONTLOTCORNERSAREMARKEDBYA 1" BRASSDISCSTAMPED"LS8268"ATA 1.00 FOOTEXTENSIONOF THE SIDELOT LINE FROMTHE FRONTPROPERTYCORNERONTOTHE SIDEWALK. 4. ALLRESIDENTIALREARCORNERSANDANGLEPOINTS,UNLESSSHOWNOTHERWISE,AREMARKED BYA 5/8"REBARWITHPLASTICCAPSTAMPED"LS8268".WHERERESIDENTIALREARCORNERSFALL INAMASONRYWALLORFOOTING,A 5/8"REBARWITHPLASTICCAPSTAMPED"LS8268"WILLBESET ON THE SIDE LOT LINE AT A 4.00' OFFSETFROMTHE REAR CORNEROR, WHEREAN OFFSET MONUMENTCANNOTBE SET,A 3/4" BRASSTAGSTAMPED"LS 8268"WILLBE SETWITHEPOXYTO THE FACE OF WALL 2.00 FEET ABOVE GROUND OR ON TOP OF THE WALL.. 5. THE WIDTHOF LOTS FRONTINGON A CURVEDSTREETOR ON THE CURVEDPORTIONOF A CUL-DE-SACORELBOWMAYBEMEASUREDALONGANARCLOCATEDWITHINTHEFRONTFIFTY(50) FEET OF THAT LOT. NOTES ORPC OFFICIAL RECORDS OF PLACER COUNTY SF SQUARE FEET EXISTING RIGHT-OF-WAY LEGEND PORTION OF LINCOLN LAND HOLDINGS, LLC DN 2008-0048083, ORPC A PORTION OF LOT 7 GG MAPS 92 CITY OF LINCOLN PLACER COUNTY CALIFORNIA LIBERTY AT LINCOLN 1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678 (916) 773-1189 BEING A SUBDIVISION OF A PORTION OF LOT 6 AS SHOWN AND SO DESIGNATED ON THAT CERTAIN FINAL MAP TITLED "LIBERTY AT LINCOLN PHASE 1 LARGE LOT MAP" FILED FOR RECORD OCTOBER 18, 2024, IN BOOK GG OF MAPS, AT PAGE 92, PLACER COUNTY RECORDS, SITUATED IN SECTION 29, TOWNSHIP 12 NORTH, RANGE 6 EAST, MOUNT DIABLO MERIDIANSHEET OF 3 MARCH 2026 VILLAGE 3B FINAL MAP FINAL MAP NO. PLN22-00100-05 LIBERTY AT LINCOLN VILLAGE 3A GG MAPS 97 MAJESTY WAY 14 96 95 94 13 43103 LOCATION OF 3/4" IRON PIPE AND CAP STAMPED "LS 8268" PER GG MAPS 97 GG MAPS 96 OR GG MAPS 97 SPANGLE WAY BOUNDARY OF LAND BEING SUBDIVIDED BY THIS MAP * SEE NOTE 5 HEREON * * * 448
ATTACHMENT-3
449
RESOLUTION 2022 – 189

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LINCOLN
APPROVING THE AMENDMENT TO THE APPROVED PHASE 1 VESTING

TENTATIVE SUBDIVISION MAP FOR THE LIBERTY AT LINCOLN PROJECT WITHIN THE VILLAGE 7 SPECIFIC PLAN
Recitals
WHEREAS, the City of Lincoln City Council adopted Resolution No. 2010-095, on June 8, 2010, making findings concerning mitigation measures and alternatives, making a statement of overriding considerations, adopting a Mitigation Monitoring and Reporting Program, and certifying the Village 7 Project Final Environmental Impact Report (“Final EIR”) SCH No. 2005062001 pursuant to the California Environmental Quality Act (“CEQA”); and WHERAS, the City of Lincoln City Council adopted Resolution No. 2010-096, on June 8, 2010, approving the Village 7 Specific Plan; and
WHEREAS, the City of Lincoln City Council adopted Resolution No. 2016-242, on December 13, 2016, approving the Phase 1 Vesting Tentative Subdivision Map for the Liberty at Lincoln Project within the Village 7 Specific Plan; and WHEREAS, the City of Lincoln has received a request to amend the approved Phase 1 Vesting Tentative Subdivision Map for the Liberty at Lincoln Project within the Village 7 Specific Plan; and
WHEREAS, the Planning Commission of the City of Lincoln did hold a duly noticed public hearing and following discussion and public testimony and did on July 20, 2022 vote to adopt Resolution No. 2022-015 recommending the City of Lincoln City Council determine the Project would not result in any new significant environmental effects or substantial increases in the severity of significant effects previously identified in the EIR, based on an Addendum to the EIR prepared for the project.

WHEREAS, the Planning Commission of the City of Lincoln did hold a duly noticed public hearing and following discussion and public testimony and did on July 20, 2022 vote to recommend the City Council, under Resolution No.2022-016 amend the General Development Plan of The Village 7 Project.

WHEREAS, the Planning Commission of the City of Lincoln did hold a duly noticed public hearing and following discussion and public testimony and did on July 20, 2022 vote to recommend, under Resolution No. 20-017 the City Council amend the First Amendment to the Development Agreement By and Between the City of Lincoln and Lincoln Land Holdings, LLC Relative to the Development Known as the Lewis Property.

WHEREAS, notices describing the proposed Project and the time and place of the Planning Commission hearing, including a general explanation of the matter to be considered was published in a newspaper of local circulation and sent to neighboring property owners pursuant to Section 18.92 of the Lincoln Municipal Code; and
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WHEREAS, the Planning Commission has reviewed the proposed amendment to the approved Phase 1 Vesting Tentative Subdivision Map for the Liberty at Lincoln Project within the Village 7 Specific Plan; and
WHEREAS, the project must comply with the City’s Flood Damage Prevention Ordinance (Lincoln Municipal Code Section 15.32). Project Conditions of Approval ensure that future development would be consistent with City regulations and that no building permits will be issued that would place structures within the FEMA designated 100-year floodplain; and WHEREAS, additional Conditions of Approval have been prepared for the proposed amendment to the approved Phase 1 Vesting Tentative Subdivision Map for the Liberty at Lincoln Project within the Village 7 Specific Plan (provided as Exhibit 4.1); and WHEREAS, the adopted Phase 1 Vesting Tentative Subdivision Map Conditions of Approval (Resolution No. 2016-242), remain applicable to the amended Phase 1 Vesting Tentative Subdivision Map for the Liberty at Lincoln Project within the Village 7 Specific Plan (provided as Exhibit 4.2); and
WHEREAS, the Planning Commission of the City of Lincoln did hold a duly noticed public hearing and following discussion and public testimony and did on July 20, 2022 vote to recommend, under Resolution No.22-018, the City Council amend the approved Phase 1 Vesting Tentative Subdivision Map for the Liberty at Lincoln Project within the Village 7 Specific Plan (provided as Exhibit 4.3).

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LINCOLN DOES HEREBY MAKE THE FOLLOWING DETERMINATIONS:

Section 1. The foregoing recitals are true and correct, and are hereby incorporated by reference.

Section 2. All mitigation measures contained within the Final EIR for the Village 7 Specific Plan Project (SCH No. 2005062001) shall remain in force and effect and shall, to the extent still relevant, apply to the Project.

Section 3. Based upon the provisions of CEQA Guidelines Sections 15182 and 15162, the preparation of an additional supplemental or subsequent EIR is not required prior to approval of the proposed entitlements.

Section 4. The amendment to the approved Phase 1 Vesting Tentative Subdivision Map for the Liberty at Lincoln Project within the Village 7 Specific Plan is consistent with the objectives, policies, general land uses, and programs specified in the City’s General Plan.

Section 5. The amendment to the approved Phase 1 Vesting Tentative Subdivision Map for the Liberty at Lincoln Project within the Village 7 Specific Plan is consistent with the objectives, policies, general land uses, and programs specified in the Village 7 Specific Plan.

Section 6. The amendment to the approved Phase 1 Vesting Tentative Subdivision Map for the Liberty at Lincoln Project within the Village 7 Specific Plan is compatible with the uses authorized by the Village 7 General Development Plan.
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Liberty at Lincoln (Village‐7)‐Phase 1 Amended Small Lot Vesting Tentative Subdivision Map Conditions of Approval

The Liberty at Lincoln (Village‐7) Phase 1 Amended Small Lot Vesting Tentative Subdivision Map, located within the Village 7 Specific Plan in the City of Lincoln, Assessor’s Parcel Number 021‐283‐010 is approved subject to the following conditions of approval:
** (Double Asterisk) located in front indicates a New Condition Specific to the Liberty at Lincoln (Village‐7) Phase 1 Amended Small Lot Tentative Subdivision Map
453
Liberty at Lincoln (Village‐7)‐Phase 1 Amended Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing Responsible Party Status

GENERAL CONDITIONS
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Liberty at Lincoln (Village‐7)‐Phase 1 Amended Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing Responsible Party Status

1. **The Applicant shall comply with these conditions, in addition to the previously approved conditions of approval for the Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map, located within the Village 7 Specific Plan in the City of Lincoln, Assessor’s Parcel Number 021‐283‐010 as approved under City of Lincoln City Council Resolution 2016‐242.

City Engineer
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Liberty at Lincoln (Village‐7)‐Phase 1 Amended Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing Responsible Party Status

2. **All improvements required for the Liberty at Lincoln (Village‐7) Phase 1 Amended Tentative Subdivision Map shall be designed and constructed to conform to the City ofLincoln Municipal Code, Section 17, Design Criteria and Procedures Manual and Public Facilities Improvement Standards consistent with the project Development Agreement as modified by these Conditions of Approval, or as approved by the City Engineerand/or Community Development Director.

ImprovementPlans/FinalMap
DevelopmentEngineeringand CityEngineer

3. ** Prior to City Council approval of any Final Map, the applicant shall dedicate full right of way required for all backbone roadways, and required for the installation of alloffsite infrastructure associated on a large lot map to the satisfaction of the City Engineer.

Prior to theapproval of 1st
Final Map
City Engineer
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Liberty at Lincoln (Village‐7)‐Phase 1 Amended Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing Responsible Party Status

4. **All infrastructure phasing must be to the satisfaction of the City Engineer. Full street improvements shall be required over any proposed underground improvements.

The following conditions shall apply to Phase 1A:
a. The initial phase of development must include the design and construction of the water system with 2 points of connection to Ferrari Ranch Road, such that no more than 20 lots will be without water if a single water valve is closed. Full street improvements will be required to be designed and constructed with suchwaterlines. The dedication of the easements, securities, and improvement agreements for this infrastructure are required prior to the first final map. b. The initial phase of development must include construction of Lot‐B park. c. The initial phase of development must include construction of all offsite infrastructure required to serve the initial phase.

Prior to theimprovementplan approvaland 1st Final
Map.

CommunityDevelopmentand CityEngineer

5. **Prior to City Council approval of any Final Map, the installation timing of all offsite improvements associated with the project shall have been established to thesatisfaction of the City Engineer.

GeneralCondition
DevelopmentEngineeringand CityEngineer

ADDITIONAL CONDITION OF APPROVAL

6. **The Liberty @ Lincoln – Area 2 Amended Small Lot Vesting Tentative Subdivision Map (Map) is approved with the street sections as shown, and so designated, on Sheet 1 ofthe Map. However, the Alternative Street Section J2 (43’ ROW) with an attached sidewalk is preferred by the City of Lincoln (City) for the in‐tract streets, over Sections J (53’ ROW) and J1 (56’ ROW) with a detached sidewalk. The Developer and the City willcollaborate and attempt to include the City preferred Section J2 in the in‐tract streetsprovided that the stormwater quality calculations and facilities can be designed efficiently and cost‐effectively to meet the satisfaction of both the Developer and the City. The final decision to utilize Section J2 is at the sole discretion of the Developer.

Prior to theimprovementplan approvaland final map
CommunityDevelopment& CityEngineer
457
Liberty at Lincoln (Village‐7)‐Phase 1 Amended Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing Responsible Party Status

DEVELOPMENT STUDIES/MITIGATION

7. **Applicant shall submit a stamped technical memorandum to address any changes to the previously approved sewer, water and drainage studies as noted in Conditions of Approval Number‐ 18, 19 & 20 of the previously approved Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map by City of Lincoln City Council Resolution 2016‐242.

Prior toImprovementPlan approval
DevelopmentEngineering

STORM WATER QUALITY/GRADING/DRAINAGE

8. **Applicant shall comply with the State mandated, City of Lincoln Supplement Trash Control Design Standards to complement the existing West Placer Stormwater DesignManual, approved by Resolution 2021‐134.

Prior to
ImprovementPlan approval
DevelopmentEngineering

9. **The Applicant shall submit a SWPPP and post construction Erosion Control Plan for each phase of construction for City approval. The Plan shall include Best Management Practices (BMPs) to minimize and control the level of pollutants in storm water runoff released to off‐site receiving waters. Specific techniques shall comply with adopted Citystandards.

Prior toapproval ofImprovementPlans and
DuringConstruction
CommunityDevelopmentand CityEngineer

10. **The Applicant shall provide maintenance of the storm water quality features (including but not limited to soil amended areas or stormwater quality features or bio retention ponds) and a warranty securing for a two (2) year period after the notice of completion. The maintenance shall include but not be limited to the discharge piping and appurtenances to the public storm drain system, protective metal fencing (ifrequired), planting of the biomaterials, and grading.

Prior tobonding oracceptance ofCentral Blvd.and FerrariRanch RoadImprovements DevelopmentEngineeringand CityEngineer
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Liberty at Lincoln (Village‐7)‐Phase 1 Amended Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing Responsible Party Status

11. **The Applicant shall prepare a Water Quality Maintenance and Operation Plan for storm water quality features. The Water Quality Maintenance and Operation Plan shallconform to the requirements of the factsheet SDM‐2 of the West Placer StormwaterQuality Design Manual. The Water Quality Maintenance and Operation Plan shall besubject to approval by the Public Services Department prior to the City’s acceptance ofthe storm water quality features, following the two (2) year maintenance period.

Prior to FinalMap Approval
DevelopmentEngineering,City Engineer,and PublicServices

UTILITIES

12. **The Applicant shall pay for the cost of the City’s consultant to perform water modeling to include this Project water system into the City’s water model.

Prior toapproval ofImprovementPlans
DevelopmentEngineeringand CityEngineer
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Liberty at Lincoln (Village‐7)‐Phase 1 Amended Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing Responsible Party Status

PARKS AND TRAILS

13. ** The Applicant shall dedicate all park land, landscape corridors, trails and other open space lots on a large lot map.

Prior toapproval of thefirst final map
DevelopmentEngineeringand CityEngineer

14. **The Owner shall annex into the maintenance CFD 2018‐1 to provide a funding mechanism for the annual maintenance and operation of streets, on‐site public street lights, parks, landscaping, open space, water quality features, storm drain facilities, detention and retention facilities, and traffic signals (except those facilities maintained by an HOA). An expenditure/revenue analysis should be completed if the number ofunits or amount of public improvements to be maintained have changed since preliminary approval to ensure the project will cover the costs of the annual maintenance and operation of the public improvements. Compliance with this condition shall be to the satisfaction of the City Engineer. Annually the costs will beallocated proportionately against the individual lots in accordance with the benefitsreceived. Annual adjustments shall be applied in accordance with the Consumer PriceIndex plus 3% as determined by the City to adjust the assessment for inflation as needed to meet any actual increased costs.

Prior toApproval ofImprovementPlans/FinalMap
CommunityDevelopment,SupportServices and
City Engineer

15. **The Owner shall annex into the maintenance CFD 2018‐1 to provide a funding mechanism for the additional demand on public safety and public library, etc. A fiscal impact analysis should be completed to ensure the project will cover the costs of the additional services needed. Compliance with this condition shall be to the satisfaction of the Finance Director, Community Development Director. Annually the costs will be allocated proportionately against the individual lots in accordance with the benefitsreceived. Annual adjustments shall be applied in accordance with the Consumer PriceIndex plus 3% as determined by the City to adjust the assessment for inflation as needed to meet any actual increased costs.
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Liberty at Lincoln (Village‐7)‐Phase 1 Amended Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing Responsible Party Status

16. **The Applicant will participate in the City’s Public Facilities Element (PFE) Fee program current at the time of issuance of each building permit Issuance ofEach Building
Permit
CommunityDevelopment

PRIOR TO BUILDING PERMIT

17. **All water meters shall be installed by the Public Services Department as per standards and specifications adopted by the City of Lincoln in June 2004 and as thereafter amended. A fee (applied city‐wide) will be required for the cost and installation of eachmeter and may be adjusted annually based upon costs.

Prior to FirstInspectionfollowingissuance ofBuildingPermits Building and
PublicServices

PRIOR TO OCCUPANCY

18. **The Applicant shall install all fire protection measures required pursuant to the then applicable City Standards. All residential units shall be fire sprinkled in accordance withthe 2019 California Fire Code, or the Fire Code in effect at the time of Building Permit application.

Prior to FinalInspection /
Occupancy
Building
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Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

The Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map, located within the Village 7 Specific Plan in the City of Lincoln, Assessor’s Parcel Number 021-283-010 is approved subject to the following conditions of approval:
* (Single Asterisk) located in front of the Condition is a Modified Standard Condition ** (Double Asterisk) located in front indicates a New Condition Specific to the Village 7 Tentative Subdivision Map Condition Timing City Department Status

1. * All development within the Village 7 Specific Plan area is subject to compliance with Mitigation Measures contained within the Village 7Specific Plan EIR (State ClearinghouseNo. 2005062001).

General Condition
City of Lincoln

2. The Applicant shall hold harmless the City, its Council Members, its Planning Commission, officers, agents, employees, and representatives from liability for anyaward, damages, costs and fees incurred by the City and/or awarded to any plaintiff inan action challenging the validity of this permit or any environmental or other documentation related to approval of this permit. Applicant further agrees to provide a defense for the City in any such action.

General Condition
City of Lincoln

3. The Applicant shall pay the City’s actual costs of providing entitlement processing Plan review, Final Map review, GIS, administrative fee, and inspection services. This may be acombination of staff costs and direct billing for contract professional services.

General Condition
City of Lincoln

4. * All improvements required for the Phase 1 Small Lot Vesting Tentative Map shall be designed and constructed in accordance with the City of Lincoln “Design Criteria and Procedures Manual” and “Public Facilities and Improvement Standards.” Prior to final map approval, all improvements shown on the vesting tentative subdivision map shall becompleted to the satisfaction of the City, or the applicant shall enter into an improvement agreement committing to completion of the improvements.

Improvement Plans/Final Map
Engineering
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Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval

Condition Timing City Department Status

5. ** Improvement plans entitled “Lewis Property – Phase 1 Infrastructure,” dated as approved on September 12, 2012, (or as subsequently amended and approved), includeall required off-site improvements for Phase 1 of the project by the DevelopmentAgreement except for those improvements identified as "not included" or "included in Phase 1 Backbone Landscape Plans" in the August 24, 2016 Memorandum from Vance Jones of MacKay and Somps to Phil Rodriguez of Lewis Planned Communities.

Completion of improvement plans and construction of improvements required for Phase 1 shall be in accordance with the timing specified in the Development Agreement.

Prior to
Improvement
Plans/Final
Map Approval
Engineering

6. ** The items listed under the heading “Encroachment Permit Issuance Requirements” on sheet 2 of the “Phase 1 Infrastructure” plans, dated as approved on September 12,2012, (or as subsequently amended and approved), shall be satisfied prior to the approval of an encroachment permit for the construction of improvements shown on those plans and the approval of improvement plans for the required on-site Phase 1improvements.

Prior to
Approval of
Improvement
Plans/Final
Map
Engineering

7. ** The VTSM proposes street and utility connections at locations that are inconsistent with the “Phase 1 Infrastructure” plans, dated as approved on September 12, 2012. The Applicant shall revise the off-site plans, subject to City Approval, to be consistent withthe VTSM. These revisions shall include a modified alignment for the Sanitary Sewer line between Central Boulevard and Street 57, which shows the line within an east/west street in the Phase 1A-1 and 1B area.

Prior to
Approval of
Improvement
Plans/Final
Map.

Engineering

8. * Prior to approval of a Final Map, the Large Lot Final Map for Village 7 shall be approved, and all requirements applicable to that map, including but not limited toConditions of Approval 14 and 15 of the Large Lot Vesting Tentative Map approved byCity Council on June 8, 2010 by Resolution No. 2010-098 requiring the establishment of financing mechanisms to fund the construction and maintenance of public improvements required of Phase 1 of Village 7, shall be satisfied.

Prior to
approval of
Improvement
Plans/Final
Map
Engineering
463
Village 7 Phase 1 Small Lot Vesting Tentative Subdivision Map Conditions of Approval