Lincoln City Council
December 9, 2025

RESOLUTION 2025-

A RESOLUTION BY THE CITY COUNCIL OF THE CITY OF LINCOLN APPROVING

THE SUMMARY VACATION OF THE LANDSCAPE EASEMENT, FERRARI RANCH

ROAD & LINCOLN BOULEVARD IMPROVEMENT PLANS, FERRARI PAVILION

PARCEL MAP, AND AUTHORIZING THE RECORDING OF THE PARCEL MAP WHEREAS, the City Council conditionally approved a Tentative Commercial Parcel Map subdividing the twelve (12) acre property into nine (9) commercial parcels on January 8, 2019, per City Council Resolution 2019-007; and WHEREAS, the City Council conditionally approved a 2-year extension for the Tentative Commercial Parcel Map for Ferrari Pavilion on March 23, 2021, per City Council Resolution 2021-47; and
WHEREAS, the City Council conditionally approved another 4-year extension for the Tentative Parcel Map for Ferrari Pavilion on March 28, 2023, per City Council Resolution 2023-053; and
WHEREAS, the Improvement Plans for Ferrari Ranch Road & Lincoln Boulevard Improvements have been signed by the City Engineer and the Fire Battalion Chief; and WHEREAS, the owner, ARM Properties LLC, a California Limited Liability Company, has requested the recordation of the Ferrari Pavilion Parcel Map in accordance with section 66462 of the Subdivision Map Act; and
WHEREAS, the Ferrari Pavilion Parcel Map and the offer of dedication is technically correct as approved by the City’s Surveyor; and WHEREAS, the City Engineer has determined that the Ferrari Pavilion Parcel Map is substantially the same as it appeared on the Ferrari Pavilion Tentative Parcel Map and any approved alteration thereof; and
WHEREAS, the City Engineer has determined that all conditions of approval applicable to the Ferrari Pavilion Parcel 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 Tentative Parcel Map have been satisfied; and
WHEREAS, the City of Lincoln previously accepted a landscape easement along the project frontage adjacent to Lincoln Boulevard and Ferrari Ranch Road granted to the 83 Resolution No. 2025-

City of Lincoln on the recorded final map of “Sun City Lincoln Hills-Ph 1-Large Lot Subdivision” recorded in Book “V” of Maps, Page 4, Placer County Records; and WHEREAS, the public landscape easement is no longer necessary since the Ferrari Pavilion Project is conditioned to maintain all frontage landscaping; and WHEREAS, the public landscape easements were not used by the City for the purpose that they were intended for a period of five years prior to these vacations and can be summarily vacated under Division 9, Part 3, Chapter 4, Article 1, Section 8333 (a) of the California Streets and Highway Code; and
WHEREAS, the vacation of the public landscape easement is consistent with applicable policies of the City of Lincoln General Plan and can occur in accordance with Section 8333 (a) of the California Streets and Highway Code; and WHEREAS, staff has determined that the proposed summary vacations can occur under Section 8333 (a) of the California Streets and Highway Code and can be abandoned on the parcel map pursuant to Gov Code 6445 (j); and WHEREAS, the City Council has agreed to this vacation; and WHEREAS, the City has determined that the Ferrari Pavilion Parcel 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 that the City Council of the City of Lincoln authorizes:

Section 1. The City Council hereby finds and determines that:

1. The summary vacation of the Landscape Easement was conducted pursuant to Streets and Highways Code Section 8333 and 8335.

2. The Landscape Easement is to be vacated as noted on Ferrari Pavilion Parcel Map.

3. The City Council finds the proposed vacation is Categorically Exempt by operation of Section 15061 (b)(3) of the California Environmental Quality Act Guidelines.

4. The vacation of the Landscape Easement shall be effective from and after the date of recordation of this Resolution and shall no longer constitute an easement. 84 Resolution No. 2025-

Section 2. The City Council hereby approves the Improvement Plans for Ferrari Ranch Road & Lincoln Boulevard Improvements.

Section 3. Pursuant to Section 66474.1 of the Subdivision Map Act, the City Council hereby finds and determines that the Parcel Map for Ferrari Pavilion is in substantial compliance with the previously approved Ferrari Pavilion Tentative Parcel Map and all associated conditions of approval specific to this Parcel Map have been satisfied.

Section 4. The Ferrari Pavilion Parcel 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 streets and highway easement, public sewer and service easements, public utility and public access easements, relinquishment of groundwater rights, and certify to the abandonment of the easement referenced on the map.

Section 5. The City Clerk is authorized to proceed with the Recordation of the Ferrari Pavilion Parcel Map at the office of the County Recorder.

PASSED AND ADOPTED this 5
th of December, 2025 by the following vote:

AYES: Councilmembers:

NOES: Councilmembers:

ABSENT: Councilmembers:

ABSTAIN: Councilmembers:
___________________________
Holly Andreatta, Mayor
ATTEST:

Hope Ithurburn, City Clerk
85 ATTACHMENT 2
86 87
88 FERRARI RANCH ROAD
LINCOLN BOULEVARD PARCEL 1 PARCEL 2
PARCEL 3
PARCEL 4
PARCEL 5
PARCEL 6
PARCEL 9
PARCEL 8
PARCEL 7

CITY OF

LINCOLN

LINCOLN HILLS

GOLF, LLC
2007-0014906
X MAPS 66, LOT 60
BURTON 2015-0100742 LOT 34 LINCOLN CROSSING COMM. ASSOC. WYCKE 2016-0102323
LOT 35
FERRARI 2018-0039823 LOT 38 INGRAM 2013-0016979 LOT 39
2007-0057501
LOT 8
2007-0057501
LOT 9
2007-0057501
LOT 10
2007-0057501
LOT 11
LINCOLN CROSSING COMMUNITY ASSOC. 2005-0007395
LINCOLN CROSSING COMMUNITY ASSOC. 2005-0007398

NORTHFIELD

CITY OF LINCOLN
2001-0090559

UNION PACIFIC RAILROAD
COURT
SUN CITY LINCOLN HILLS VILL. 6 X MAPS 66
2002-0060209
W MAPS 39, LOT A
SUN CITY LINCOLN HILLS COMM. ASSOC. 2003-0010018 X MAPS 66, LOT A 25 ROS 26
25 ROS 26 INGRAM PARKWAY

LARIAT LANE

BASIS OF BEARING

FERRARI RANCH
0' 80' 160'
SCALE: 1"=80' “ ” “ ” PARCEL MAP NO. ________________ FERRARI PAVILION “ ” “ ” SUN CITY LINCOLN HILLS VILLAGE 7 - W MAPS 39 LINCOLN HILLS TOWN CENTER 30 PM 56 PARCEL 6 PARCEL 5 89 PARCEL 1

LINCOLN BOULEVARD
PARCEL 7
PARCEL 8
PARCEL 4 PARCEL 5

LINCOLN BOULEVARD

FERRARI RANCH ROAD

FERRARI RANCH ROAD
PARCEL MAP NO. ________________
FERRARI PAVILION “ ” “ ”
PARCEL 7 FERRARI RANCH ROAD
90 ATTACHMENT 3
91 92
93 94
RESOLUTION NO. 2019 - 007

RESOLUTION APPROVING THE TENTATIVE PARCEL MAP FOR THE FERRARI PAVILION

PROJECT LOCATED ON THE NORTHEAST CORNER OF THE INTERSECTION OF LINCOLN BOULEVARD AND FERRARI RANCH ROAD ON 12-ACRES, APN 330-012-028 (GUGGENHEIM RETAIL REAL ESTATE)
WHEREAS, Title17, Chapter 17.16 of the Lincoln Municipal Code provides for the review and recommendations of the City's Planning Commission on all tentative parcel maps; and, WHEREAS, on November 28, 2018, the City of Lincoln Planning Commission adopted Resolution No. 2017-26 forwarding a recommendation of approval to the City Council for the Ferrari Pavilion Tentative Parcel Map; and,
WHEREAS, notices describing the proposed Tentative Parcel Map for the Ferrari Pavilion project were sent to neighboring property owners pursuant to Section 18.80.30 of the Lincoln Municipal Code; and,
WHEREAS, A Subsequent Environmental Impact Report for the Revised Twelve Bridges Specific Plan, processed under SCH# 97022074 was filed and affirmed by the City for the project; in accordance with the California Environmental Quality Act, and provides evidence that the project as conditioned, will not have a significant effect on the environment; and, WHEREAS, the City Council has reviewed the Tentative Parcel Map to divide 12-acres into nine lots, for the Ferrari Pavilion project and conducted a public hearing.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF

LINCOLN THAT IT APPROVES THE TENTATIVE PARCEL MAP FOR THE FERRARI PAVILION PROJECT, AS FOLLOWS:

Section 1. Tentative Parcel Map Findings. Pursuant to Section 66474 of the Subdivision Map Act, the City Council hereby finds and determines as follows:
a. The Tentative Parcel Map for the Ferrari Pavilion Project (the ''Tentative Map") is consistent with the Lincoln General Plan, because the Tentative Map provides for the subdivision of the property to allow development in accordance with the General Plan land use designations and the policies for new commercial land uses. b. The design or improvement of the proposed subdivision within the Ferrari Pavilion Project is consistent with the General Plan because adequate infrastructure and services will be extended into the Property and will be available to serve the demand for services generated by the subdivision, including water, sanitary sewer, storm drain facilities and roadways.
c. The site is physically suitable for the types of development proposed for the Ferrari Pavilion Project because the proposed development is planned to respect and enhance the site's natural form and environmental attributes and the proposed Project is designed to avoid areas of potential geologic instability, sensitive vegetation and wildlife resources, and significant cultural resources. The Ferrari Pavilion Project does not include plans to construct commercial units on or adjacent to unstable slopes.

Attachment 1
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0 40' 80' 120' City of Lincoln, California June 28, 2019 Ferrari Pavilion SCALE 1"=40' Cover Sheet Specific Development Plan SHEET C1.0

FD FRAY
G JI PROJECT INFORMATION DEVELOPER: GUGGENHEIM REAL ESTATE PARTNERS 3000 INTERNET BOULEVARD, SUITE 570 FRISCO, TX 75034 (214) 872-4054 ENGINEER/ PLANNER: FRAYJI DESIGN GROUP, INC. 1540 EUREKA ROAD, SUITE 100 ROSEVILLE, CA 95661 (916) 782-3000 ASSESSOR'S PARCEL NO: TOTAL ACREAGE: 11.5± AC EXISTING ZONE: GENERAL COMMERCIAL, (UNDEVELOPED) PROPOSED ZONE: 330-012-028-000 SERVICE PROVIDERS SCHOOL DISTRICTS: PARKS & RECREATION: CITY OF LINCOLN POLICE & FIRE PROTECTION: LINCOLN POLICE DEPT./ LINCOLN FIRE DEPT. SANITARY SEWER: CITY OF LINCOLN DOMESTIC WATER: CITY OF LINCOLN STORM DRAIN: CITY OF LINCOLN ELECTRICITY: PACIFIC GAS & ELECTRIC CO. TELEPHONE: AT&T CABLE: WAVE COMMUNICATIONS WESTERN PLACER UNIFIED SCHOOL DISTRICT, K-12 VICINITY MAP NTS 1. PARCEL LINES AND AREAS MAY BE ADJUSTED AT THE TIME OF THE FINAL MAP, PROVIDED THE GENERAL LOTTING SCHEME IS PRESERVED AND NO NEW ADDITIONAL PARCELS ARE CREATED, SUBJECT TO THE APPROVAL OF THE CITY OF LINCOLN. 2. PURSUANT TO GOVERNMENT CODE SECTION 56456.1, THE SUBDIVIDER MAY FILE MULTIPLE FINAL MAPS BASED UPON THIS TENTATIVE MAP. THE FILING OF A FINAL MAP ON A PORTION OF THIS TENTATIVE MAP SHALL NOT INVALIDATE ANY PART OF THIS TENTATIVE MAP. 3. THE COMMERCIAL/RETAIL LOTS SHOWN ON THIS TENTATIVE MAP ARE CONCEPTUAL AND MAY BE MODIFIED TO FIT THE FINAL BUILDING DESIGN AT THE TIME OF THE FINAL MAP. 4. PUBLIC UTILITY AND MAINTENANCE EASEMENT LOTS SHOWN OR IMPLIED IN THIS TENTATIVE MAP ARE CONCEPTUAL AND MAY BE MODIFIED AT THE TIME OF THE FINAL MAP. 5. ALL UTILITY SYSTEMS ILLUSTRATED ON THIS TENTATIVE MAP ARE SUBJECT TO CHANGE AT THE TIME OF IMPROVEMENT PLANS. 6. CROSS ACCESS, UTILITY, DRAINAGE, ETC. SHALL BE PROVIDED ACROSS ALL LOTS ON THIS TENTATIVE MAP AND WILL BE FINALIZED WITH CC&R'S, CONCURRENT WITH FINAL MAP RECORDATION. 7. TRASH ENCLOSURES LOCATIONS SHOWN ON THIS PLAN DEPICTS INTENDED PICKUP LOCATIONS. FINAL USER TRASH ENCLOSURE SIZES MAY VARY. 8. OAK TREES, IF ANY, TO BE REMOVED SHALL BE IN ACCORDANCE WITH MITIGATION OF CITY'S OAK TREE GUIDELINES. NOTES: FOR APN/PARCEL ID(S): 330-012-028 THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF LINCOLN, COUNTY OF PLACER, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: LOT 40 AS SHOWN ON THE MAP OF “SUN CITY LINCOLN HILLS - PHASE 1- LARGE LOT SUBDIVISION” FILED FOR RECORD IN BOOK “V” OF MAPS, PAGE 4, PLACER COUNTY RECORDS, AND A PORTION OF LAND DESCRIBED IN INSTRUMENT NO. 97-004837, OFFICIAL RECORDS, DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST EASTERLY CORNER OF SAID LOT 40; THENCE FROM THE POINT OF BEGINNING SOUTH 43°02'28” WEST A DISTANCE OF 125.18 FEET TO A CURVE TO THE RIGHT HAVING A RADIUS OF 860.00 FEET THROUGH A CENTRAL ANGLE OF 61°30'10” WITH AN ARC LENGTH OF 923.15 FEET; SUBTENDED BY A CORD WHICH BEARS SOUTH 73°47'33” WEST FOR A DISTANCE OF 879.46 FEET TO A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 92°58'28” WITH AN ARC LENGTH OF 81.14 FEET; SUBTENDED BY A CHORD WHICH BEARS NORTH 28°58'08” WEST FOR A DISTANCE OF 72.52 FEET; THENCE NORTH 17°31'06” EAST A DISTANCE OF 650.62 FEET; THENCE SOUTH 72°27'24” EAST A DISTANCE OF 224.57 FEET; THENCE NORTH 71°54'25” EAST A DISTANCE OF 370.02 FEET; THENCE SOUTH 59°52'24” EAST A DISTANCE OF 187.33 FEET; THENCE SOUTH 07°50'38” EAST A DISTANCE OF 302.97 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM ALL THAT PORTION CONVEYED TO THE STATE OF CALIFORNIA BY DEED RECORDED JUNE 22, 2000, INSTRUMENT NO. 2000-0044716, OFFICIAL RECORDS. APN: 330-012-028 LEGAL DESCRIPTION: Ferrari Pavilion SHEET INDEX (REVISED PLANS NOTED): AVERAGE BUILDING COVERAGE: 14% GENERAL COMMERCIAL, (UNDEVELOPED) NATURAL GAS: PACIFIC GAS & ELECTRIC CO. SEE SHEET C5.0 FOR PARKING SUMMARY LOT SIZES LOT 1: SQ FT. 28,536± 36,166± ACRES 0.66 0.83 1.35 1.22 0.95 1.54 1.27 1.79 1.84 58,660± 53,090± 41,440± 69,440± 55,491± 78,161± 80,253± LOT 2: LOT 3: LOT 4: LOT 5: LOT 6: LOT 7: LOT 8: LOT 9:
3 1 10 10
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1 2 10 END TYP
9 5
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6 12 LEGEND: - AC PAVING - STAMPED ASPHALT - GRAVEL ROAD - SIDEWALK/CONCRETE - BIO RETENTION AREA 15 14 PROPOSED 19 1 2 20
4 20
4 2
1 19
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1 3 TYP
4 4
1 22 10 BEGIN 17 21 23 23 23 24 24 24 C1.0 C1.1 C2.0 C3.0 C4.0 C5.0 PL1 PL2 A-101.1 A-101.2 A-101.3 A-1.0 A-101.5 A-101.6 A-101.7 A-1.1 A-1.2 A-201.1 A-201.2 A-201.3 A-2.0 A-201.5 A-201.5.1 A-201.6 A-201.7 A-2.1 A-801 E-001 COVER SHEET (REVISED PLAN) BOUNDARY AND EASEMENT EXHIBIT (REVISED PLAN) SEWER AND WATER SHEET (REVISED PLAN) PRELIMINARY GRADING AND DRAINAGE SHEET (REVISED PLAN) PRELIMINARY STORM WATER QUALITY PLAN (REVISED PLAN) SPECIFIC DEVELOPMENT PLAN (REVISED PLAN) PRELIMINARY LANDSCAPE PLAN 1 (REVISED PLAN) PRELIMINARY LANDSCAPE PLAN 1 LOT 1 - AUTOMOTIVE FLOOR PLAN ROOF PLAN & SECTION LOT 2 - FASTFOOD 1 FLOOR PLAN ROOF PLAN & SECTION LOT 3 - FASTFOOD 2 FLOOR PLAN ROOF PLAN & SECTION LOT 4 - SHOPS 1 FLOOR PLAN ROOF PLAN & SECTIONS (REVISED PLAN) LOT 5 - C-STORE FLOOR PLAN ROOF PLAN & SECTIONS LOT 6 - CARWASH FLOOR PLAN ROOF PLAN & SECTION LOT 7 - CHILDCARE FLOOR PLAN ROOF PLAN & SECTION LOT 8 & 9 - RETAIL 1 & RETAIL 2 FLOOR PLAN (REVISED PLAN) LOT 8 & 9 - RETAIL 1 & RETAIL 2 ROOF PLAN & SECTION (REVISED PLAN) LOT 1 - AUTOMOTIVE ELEVATIONS LOT 2 - FASTFOOD ELEVATIONS LOT 3 - FASTFOOD 2 ELEVATIONS LOT 4 - SHOPS 1 ELEVATIONS (REVISED PLAN) LOT 5 - C-STORE ELEVATIONS LOT 5 - C-STORE CANOPY ELEVATIONS LOT 6 - CARWASH ELEVATIONS LOT 7 - CHILDCARE ELEVATIONS LOT 8 & 9 - RETAIL 1 & RETAIL 2 ELEVATIONS (REVISED PLAN) SITE DETAILS SITE PHOTOMETRIC 26 26 26 26 26 26 26 25 27 14 1 ADA RAMP, TYP.

ADA PARKING, TYP.

BIO-RETENTION AREA, TYP.

TRASH ENCLOSURE, TYP.TREE(S) TO BE REMOVED, TYP.

PLAZA, SEE LANDSCAPE PLANS FUEL PUMPS & CANOPY TRUCK LOADING DOCK 23456
910111213 TRAFFIC SIGNAL POST & CABLE FENCE DEMOLISH EXISTING SIDEWALK. CONSTRUCT DISCONNECT MEANDERING SIDEWALK. DEMOLISH/ ABANDON EXISTING PAVED ACCESS DRIVEWAY UNDERGROUND FUEL TANKS PYLON SIGN MONUMENT SIGN 7 171819 BUS STOP REMOVE EXISTING FENCE NOT USED CURBED & PLANTED MEDIAN EVA PARKING CITY ODOR CONTROL FACILITY TO BE ABANDONED 16 CURB MEDIAN ORDER BOARD VERTICAL CLEARANCE BAR LINCOLN BOULEVARD STRIPING MODIFICATIONS BY PROJECT. PROJECT TO CONSTRUCT FRONTAGE CURB & GUTTER, 8' PLANTER + 8' CLASS 1 BIKE/SIDEWALK ENHANCED/STAMPED PAVING 3' TALL SCREEN WALL @ DRIVE-THRU W/ CONCRETE CAP AND COLORS TO MATCH THE CENTER. CONCRETE POP-OUT FOR BENCH. STORE DROP-OFF LANE. MOVE EXISTING SIGN TO LOCATION SHOWN. 222324 20 2526278 1415 21 28 28 28 8 29
3 3 29 20 30 30 MOVE FROM MOVE TO 30 30 MOVE FROM 30 MOVE TO 11 30 30 DUAL DRIVE THRU LANES REVISED TO SINGLE DRIVE THRU. PARKING TO THE SOUTH RECONFIGURED. LOT 4 BUILDING INCREASED IN 10'± OVERALL LENGTH @ NORTH END OF BUILDING. LOT 8 BUILDING FOOTPRINT CHANGED, INCREASED IN SIZE. TRUCK DOCK ADDED AT REAR (NORTHSIDE) OF BUILDING AND DROP-OFF TURN OUT ADDED TO THE EAST SIDE OF BUIDING. PARKING ADJUSTED ACCORDINGLY ON THE EAST SIDE OF BUILDING. INCREASED PARKING AT LOT 1 DUE TO UNDERSTANDING OF ODOR CONTROL FACILITY TO BE REMOVED. APN: 328-010-030 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -- I I r --l _ I I I I I I I I I I I I I ---/ I I I I I I I I I I I I I I I I I I I I I I I I I I
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Roseville, CA 95661 (916) 782-3955 Fax
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8,800 S.F.±
--
Line Table
Bearing Distance
N1"00'37"E 14.93'
S73"46'59"W 10.06' S73"46'59"W 10.06'
S16'13"01"E 20.92' S16"13"01"E 20.92'
N17"49'30"E 19.91' N17"49'30"E 19.91' N12"11'23"E 7.18' N13"26'12"E 8.49' S71 "54'25"W 8.00'
S46"57"32"E 9.00'
N43°02'28"E 20.90'
S76"33"48"E 12.82'
N58'26'12"E 31.81'
Curve Table
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C2 50.00' 29.65 C3 150.00' 10.75 C4 70.00' 39.12
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Length

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PROPOSED PLAN IMPROVEMENT KEYNOTES:
+-------------------------------------+
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Attachment
3 119
0 40' 80' 120' City of Lincoln, California June 21, 2019 Ferrari Pavilion SCALE 1"=40' Boundary Exhibit Specific Development Plan SHEET C1.1 FD FRAY G JI NOTES: FOR APN/PARCEL ID(S): 330-012-028 THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF LINCOLN, COUNTY OF PLACER, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: LOT 40 AS SHOWN ON THE MAP OF “SUN CITY LINCOLN HILLS - PHASE 1- LARGE LOT SUBDIVISION” FILED FOR RECORD IN BOOK “V” OF MAPS, PAGE 4, PLACER COUNTY RECORDS, AND A PORTION OF LAND DESCRIBED IN INSTRUMENT NO. 97-004837, OFFICIAL RECORDS, DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST EASTERLY CORNER OF SAID LOT 40; THENCE FROM THE POINT OF BEGINNING SOUTH 43°02'28” WEST A DISTANCE OF 125.18 FEET TO A CURVE TO THE RIGHT HAVING A RADIUS OF 860.00 FEET THROUGH A CENTRAL ANGLE OF 61°30'10” WITH AN ARC LENGTH OF 923.15 FEET; SUBTENDED BY A CORD WHICH BEARS SOUTH 73°47'33” WEST FOR A DISTANCE OF 879.46 FEET TO A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 92°58'28” WITH AN ARC LENGTH OF 81.14 FEET; SUBTENDED BY A CHORD WHICH BEARS NORTH 28°58'08” WEST FOR A DISTANCE OF 72.52 FEET; THENCE NORTH 17°31'06” EAST A DISTANCE OF 650.62 FEET; THENCE SOUTH 72°27'24” EAST A DISTANCE OF 224.57 FEET; THENCE NORTH 71°54'25” EAST A DISTANCE OF 370.02 FEET; THENCE SOUTH 59°52'24” EAST A DISTANCE OF 187.33 FEET; THENCE SOUTH 07°50'38” EAST A DISTANCE OF 302.97 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM ALL THAT PORTION CONVEYED TO THE STATE OF CALIFORNIA BY DEED RECORDED JUNE 22, 2000, INSTRUMENT NO. 2000-0044716, OFFICIAL RECORDS. APN: 330-012-028 LEGAL DESCRIPTION: 1. PARCEL LINES AND AREAS MAY BE ADJUSTED AT THE TIME OF THE FINAL MAP, PROVIDED THE GENERAL LOTTING SCHEME IS PRESERVED AND NO NEW ADDITIONAL PARCELS ARE CREATED, SUBJECT TO THE APPROVAL OF THE CITY OF LINCOLN. 2. PURSUANT TO GOVERNMENT CODE SECTION 56456.1, THE SUBDIVIDER MAY FILE MULTIPLE FINAL MAPS BASED UPON THIS TENTATIVE MAP. THE FILING OF A FINAL MAP ON A PORTION OF THIS TENTATIVE MAP SHALL NOT INVALIDATE ANY PART OF THIS TENTATIVE MAP. 3. THE COMMERCIAL/RETAIL LOTS SHOWN ON THIS TENTATIVE MAP ARE CONCEPTUAL AND MAY BE MODIFIED TO FIT THE FINAL BUILDING DESIGN AT THE TIME OF THE FINAL MAP. 4. PUBLIC UTILITY AND MAINTENANCE EASEMENT LOTS SHOWN OR IMPLIED IN THIS TENTATIVE MAP ARE CONCEPTUAL AND MAY BE MODIFIED AT THE TIME OF THE FINAL MAP. 5. CROSS ACCESS, UTILITY, DRAINAGE, ETC. SHALL BE PROVIDED ACROSS ALL LOTS ON THIS TENTATIVE MAP AND WILL BE FINALIZED WITH CC&R'S, CONCURRENT WITH FINAL MAP RECORDATION. I I ,, I I
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EXISTING

MONUMENT

EASEMENT
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.__ _ _,DESIGN GROUP, INC.
1540 Eureka Road Ste. 100 (916) 782-3000 Phone
Roseville, CA 95661 (916) 782-3955 Fax
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PROPOSED
LOT 2
36,166 S.F.±
(0.83 A.C.±)
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SEWER

EASEMENT
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LOT 8
78,161 S.F.±
(1.79 A.C,±)
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PROPOSED
LOT9
80,253 S.F.±
(1.84 A.C.±)
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APN: 330-170-012
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APN: 330-170-010
+-----------------------------------+
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APN: 021-274-013 ' '-

EXISTING SEWER

EASEMENT (UNRECORDED)

TO BE GRANTED

PROPOSED
LOT7
55,491 S.F.±
(1.27 A.C.±)
10'

PROPOSED
WATER
EASEMENT~
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Line Table Curve Table
Bearing Distance Curve Radius Della Length
N4°13'23"E 15.22' C1 49.50' 30.53 26.38'
S73"46'59"W 10.06' C2 50.00' 29.65 25.88'
S73"46'59"W 10.06' C3 150.00' 10.75 28.15'
S16"13"01"E 20.92' C4 70.00' 39.12 47.79'
S16"13'01"E 20.92'
N17"49'30"E 19.91'
N17°49'30"E 19.91'
N12"11'23"E 7.18' N13"26'12"E 8.49'
S71 "54'25"W 6.00'
S46"5T32"E 9.00'
N43"02'28"E 20.90'
S76"33'48"E 12.82'
N58"26'12"E 31.81'
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0 40' 80' 120' SCALE 1"=40' SHEET C2.0 FD FRAY G JI 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. 2. THE PROPOSED UTILITIES AND INFRASTRUCTURE SHOWN ARE CONCEPTUAL 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. ON-SITE WATER TO BE PUBLIC UP TO METER OR BACKFLOW DEVICES. NOTES: 1 TAP EXISTING WATER LINE 10' WATER LINE EASEMENT CONNECT TO EXISTING WATER STUB OPTIONAL WATER CONNECTION CONNECT TO EXISTING SEWER STUB 10' SEWER LINE EASEMENT BUILDING DOMESTIC POC BUILDING FIRE POC 2345 5 6 6 91011 BUILDING SEWER POC BUILDING GREASE WASTE POC GREASE INTERCEPT/CLARIFIER LOADING DOCK TRENCH DRAIN EXISTING SEWER TO BE REMOVED FROM BASIN FIRE DEPARTMENT CONNECTION (TO TIE INTO SPRINKLER RISER INTERNAL TO BUILDING) OPTIONAL SEWER POINT OF CONNECTION. TO BE EVALUATED DURING DEVELOPMENT OF IMPROVEMENT PLANS. 78 12 1 3 5 11 2 6 2 2 4 6 6 2 9 7 7 8 9 8 9 10 7 8 9 12 8 9 7 9 7 87 910 2 2 9 10 7 7 10 9 8 7 8 8 13 13 City of Lincoln, California June 28, 2019 Ferrari Pavilion 14 14 14 14 14 14 14 14 8 RP RPDA RPDA RP 14 14 Preliminary Sewer and Water Specific Development Plan 15 15 APN: 328--010-030 I I
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EASEMENT
DESIGN GROUP, INC.
1540 Eureka Road Ste_ 100 (916) 782-3000 Phone
Roseville, CA 95661 (916) 782-3955 Fax
~GINEERIN~•PLANN~
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PROPOSED
RETAIL 1
18,000 S_f_±
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PROPOSED
STORE 1
18,500 s_f_±
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APN: 021-274-013
APN: 021-274-013

EXISTING SEWER

EASEMENT(UNRECORDED)
LOT 7

PROPOSED
CHILDCARE 1
9,990 S_f_±
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APN: 338-010-001
LEGEND

FEATURE EXISTING PROPOSED
SANITARY SEWER MANHOLE 0 •
GATE VALVE l><I M
BUTTERFLY VALVE 0 8
AIR RELEASE VALVE - ,._
WATERLINE -----m- -----00-----
SEWER LINE -----DC>- -----DL>-
FIRE HYDRANT ............. ++-

CLEAN-OUT

DOUBLE CHECK DETECTOR ASSEMBLY (FIRE)
--
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DOMESTIC WATER METER AND RP DEVICE -- -FIRE DEPARTMENT CONNECTION ~J, PROPOSED UTILITY PLAN IMPROVEMENT KEYNOTES:

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0 40' 80' 120' SCALE 1"=40' Preliminary Grading and Drainage Specific Development Plan SHEET C3.0 FD FRAY G JI ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE PROPOSED UTILITIES AND INFRASTRUCTURE SHOWN ARE CONCEPTUAL AND ARE SUBJECT TO REVISION UTILITIES MAY BE PHASED DEPENDING UPON THE DEVELOPMENT SEQUENCES OF THE PROJECT, SUBJECT TO THE REVIEW AT THE CITY OF LINCOLN. PROPOSED GRADES ARE CONCEPTUAL AND ARE SUBJECT TO REVISION AT FINAL DESIGN. PROPOSED STORM DRAIN DESIGN MAY VARY WITH THE FINAL DESIGN. METHOD OF PROVIDING WATER QUALITY TREATMENT AND DETENTION MAY BE MODIFIED DURING IMPROVEMENT PLAN DESIGN FOR ALTERNATE LOCATION & METHODS. REFER TO SHEET C4.0 FOR TREATMENT INFO & DMA SIZING. LOMA-F IS PROPOSED FOR EACH STRUCTURE AFTER CONSTRUCTION IS COMPLETE. CLOMR IS NOT ANTICIPATED. EXISTING CONTOURS ARE SHOWN FOR REFERENCE. CURB AND GUTTER TO BE ADDED THRU SITE DURING IMPROVEMENT PLANS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. NOTES: 0.0% 000.0 FF City of Lincoln, California June 28, 2019 Ferrari Pavilion ESTIMATED EARTHWORK GRADING QUANTITY WERE ESTIMATED BASED ON THE FOLLOWING SECTIONS: SECTION TYPE TOTAL SECTION DEPTH PRELIM. AREA VOLUME PARKING AND BUILDING = 12" SECTION ~300,000 SF (~11,100 CY) SHRINK AT PAD PREPARATION (10%) = 1.5' SECTION ~87,115 SF* (~485 CY) SHRINK AT PARKING LOT PREPARATION (10%) = 1' SECTION ~281,845 SF* (~1,045 CY) BIO RETENTION BASIN = 2.5' MEDIA SECTION ~30,010 SF (~2,780 CY) *5' OVERBUILD BEYOND FOOTPRINT ASSUMED IN CALCULATION EARTHWORK CALCULATIONS** EXISTING GRADE TO FINISHED GRADE CUT (W/ 10% SHRINK) = ~3,975 CY FILL = ~20,915 CY SUB-TOTAL = ~24,890 CY FILL MINUS PARKING & BLDG SECTION (~16,100 CY) MINUS IMPORT BIO RETENTION SECTION (~2,780 CY) MINUS PKG & BLDG PREP SHRINK (~3,265 CY) BALANCE ** STRIPPINGS TO BE MIXED OR USED IN LANDSCAPE. THESE QUANTITIES REPRESENTED HEREIN ARE PRELIMINARY AND WILL BE ADJUSTED DURING IMPROVEMENT PLANS WITH USE OF THE FINAL GEOTECHNICAL REPORT TO WORK TOWARD THE GOAL OF EARTHWORK BALANCE, IF POSSIBLE. THESE ARE INCLUDE ASSUMED SHRINKAGE VALUES, STRIPPING AND OTHER PRELIMINARY STRUCTURAL SECTIONS NOTED BELOW. TRENCH SPOILS NOT INCLUDED. HP/GB LP HP/GB S=0.5% S=0.5% BIO-RETENTION BASIN TYPICAL INLET/CURB CUT LIP OF GUTTER INLET/CURB CUT AC PAVING CURB & GUTTER LP S=0.5% INLET/CURB CUT AC PAVING APN: 328-0W-030 I I
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DESIGN GROUP, INC.
1540 Eureka Road Ste. 100 (916) 782-3000 Phone
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~GINEERIN?•PLAN~
LEGEND

FEATURE EXISTING PROPOSED
DROP INLET/CATCH BASIN l!9
STORM DRAIN MANHOLE 0 •

STDRMDRAIN -
FLARED END SECTION --<J -<
<:,'I ,§;,, SPOT ELEVATION #' +~ +

FINISHED FLOOR ELEVATION
SLOPE

OVER LAND RELEASE
RIDGEL/NE --·-··-··-
TREE WELL TREATMENT FILTER Iii]
APN: 338-011}-00J
APN: JJ{}-160-034
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0 40' 80' 120' SCALE 1"=40' SHEET C4.0 FD FRAY G JI ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE PROPOSED UTILITIES AND INFRASTRUCTURE SHOWN ARE CONCEPTUAL AND ARE SUBJECT TO REVISION UTILITIES MAY BE PHASED DEPENDING UPON THE DEVELOPMENT SEQUENCES OF THE PROJECT, SUBJECT TO THE REVIEW AT THE CITY OF LINCOLN. PROPOSED GRADES ARE CONCEPTUAL AND ARE SUBJECT TO REVISION AT FINAL DESIGN. REFER TO SHEET C0.4 FOR TREATMENT INFO & DMA SIZING. LOMA-F IS PROPOSED FOR EACH STRUCTURE AFTER CONSTRUCTION IS COMPLETE. CLOMR IS NOT ANTICIPATED. REFER TO DRAIN REPORT FOR WATER QUALITY SIZING. 1. 2. 3. 4. 5. 6. 7. City of Lincoln, California June 28, 2019 Ferrari Pavilion BIORETENTION BASIN SECTION DETAIL NOT TO SCALE ABAC CLASS II PERMEABLE BASE (CALTRANS SPEC. 6-1.025). GRAVEL LAYER SHALL EXTEND UNDER ENTIRE FOOTPRINT OF BIORENTENTION AREAS. INLET OVERFLOW @ 6" -12" ABOVE BOTTOM OF BIO-RETENTION BASIN 6"-12" TYPICAL VARIES - REFER TO SITE PLAN 2" 8" PERF. PIPE w/ CLEAN OUT @ END FOR AREAS WITHIN LANDSCAPE AREAS FOR AREAS ADJACENT TO HARDSCAPE 3:1 MAX BASIN SIDE SLOPE PARKING 2" SD OUTLET - PER FINAL CIVIL ENGINEERING DRAWINGS. INVERT VARIES CATCH BASIN BIO-RETENTION PLANTING PER LANDSCAPE PLANS MAX TREATMENT WATER SURFACE EL. PROVIDE IMPERMEABLE 20 MIL LINER 18" ENGINEERED SOIL MIX RIP RAP AT CURB CUTS CURB W/ CURB CUTS DMA# Total Area (SF) Total Area (Ac) Impervious Area (SF) Impervious Area (Ac) Pervious Area (SF) Pervious Area (Ac) Top of Basin Treatment Area Provided (SF) Bottom of Basin Treatment Area Provided (SF) 1 6265 0.14 5534 0.13 731 0.02 N/A - Tree Well N/A - Tree Well 2 3558 0.08 3297 0.08 261 0.01 165 37 3 7113 0.16 5972 0.14 1142 0.03 1142 358 4 2855 0.07 2581 0.06 274 0.01 274 78 5 15493 0.36 14824 0.34 669 0.02 N/A - Tree Well N/A - Tree Well 6 5901 0.14 5313 0.12 587 0.01 140 28 7 5889 0.14 5023 0.12 866 0.02 316 122 8 8282 0.19 8282 0.19 0 0.00 N/A - Tree Well N/A - Tree Well 9 20283 0.47 17254 0.40 3029 0.07 1270 848 10 15455 0.35 13175 0.30 2279 0.05 1005 637 11 6279 0.14 4702 0.11 1577 0.04 566 131 12 9480 0.22 6986 0.16 2495 0.06 971 134 13 4502 0.10 3126 0.07 1376 0.03 319 131 14 22397 0.51 19205 0.44 3191 0.07 1583 825 15 5277 0.12 2841 0.07 2436 0.06 1103 513 16 17489 0.40 13648 0.31 3840 0.09 1538 543 17 9087 0.21 6908 0.16 2179 0.05 365 141 18 7406 0.17 4999 0.11 2407 0.06 1781 1333 19 22836 0.52 17731 0.41 5105 0.12 955 620 20 35444 0.81 26607 0.61 8837 0.20 2083 1353 21 79938 1.84 65333 1.50 14605 0.34 4473 2343 22 19519 0.45 17032 0.39 2487 0.06 1034 221 23 15956 0.37 9009 0.21 6947 0.16 1013 355 24 7750 0.18 3385 0.08 4365 0.10 419 174 25 78015 1.79 54605 1.25 23411 0.54 3146 1439 26 11299 0.26 9318 0.21 1982 0.05 651 285 27 14028 0.32 10880 0.25 3148 0.07 1066 257 28 10365 0.24 5886 0.14 4479 0.10 856 534 Sum 468162 10.75 363458 8.34 104704 2.40 28233 13439 I I I
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APN: 021-274-008
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DESIGN GROUP, INC.
1540 Eureka Road Ste. 100 (916) 782-3000 Phone
Roseville, CA 95661 (916) 782-3955 Fax
~GINEERIN?•PLAN~
---------------------------+
APN: 021-274-014
APN: 021-274-0/3
APN: 021-274-013

EXISTING SEWER

EASEMENT (UNRECORDED)
I

FEATURE

DROP INLET/CATCH BASIN

STORM DRAIN MANHOLE

BIO RETENTION BASIN

DMA BOUNDARIES
DMAID
LEGEND

EXISTING
l!9

TREE WELL TREATMENT FILTER

PROPOSED
•
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0 20' 40' 60' City of Lincoln, California June 28, 2019 Ferrari Pavilion SCALE 1"=20' Specific Development Plan SHEET C5.0 FD FRAY G JI SPECIFIC DEVELOPMENT PLAN INFORMATION VICINITY MAP NTS USERS ON LOTS 1, 2, 3 & 8 HAVE NOT BEEN FINALIZED, LOT MAY REQUIRE LAYOUT CHANGED DEPENDING UPON USE. REFER TO SITE PHOTOMETRIC PLAN FOR LIGHTING. NOTES: 1. 2. LEGEND:PROPOSED TRAFFIC SIGNAL CURB PAINTED RED FOR NO PARKING - FIRE LANE ONSITE PARKING SPACE NUMERATION TREES TO BE REMOVED STAMPED DECORATIVE ASPHALT Typical Parking Stall Detail SCALE: 1" = 5' Ferrari Pavilion DEVELOPER: GUGGENHEIM REAL ESTATE PARTNERS 3000 INTERNET BOULEVARD, SUITE 570 FRISCO, TX 75034 (214) 872-4054 ENGINEER/ PLANNER: FRAYJI DESIGN GROUP, INC. 1540 EUREKA ROAD, SUITE 100 ROSEVILLE, CA 95661 (916) 782-3000 ASSESSOR'S PARCEL NO: TOTAL ACREAGE: 11.5± AC EXISTING ZONE: GENERAL COMMERCIAL, (UNDEVELOPED) PROPOSED ZONE: 330-012-028-000 SERVICE PROVIDERS SCHOOL DISTRICTS: PARKS & RECREATION: CITY OF LINCOLN POLICE & FIRE PROTECTION: LINCOLN POLICE DEPT./ LINCOLN FIRE DEPT. SANITARY SEWER: CITY OF LINCOLN DOMESTIC WATER: CITY OF LINCOLN STORM DRAIN: CITY OF LINCOLN ELECTRICITY: PACIFIC GAS & ELECTRIC CO. TELEPHONE: AT&T CABLE: WAVE COMMUNICATIONS WESTERN PLACER UNIFIED SCHOOL DISTRICT, K-12 GENERAL COMMERCIAL, (UNDEVELOPED) NATURAL GAS: PACIFIC GAS & ELECTRIC CO. 14 13 12 11 10 14 13 10 8 8 9 8 3 5 3 16 9 11 6 6 2 11 13 Required Provided Facility Type Square Feet # of parking spaces required # of accessible parking provided # of parking spaces provided # Total of parking spaces provided Automotive Service -(Lot 1) 3,140 14 1 15 16 Fast Food w/Drive-Thru - (Lot 2) 2,400 11 2 10 12 Fast Food w/Drive-Thru - (Lot 3) 4,430 20 2 32 34 Shops w/Drive-Thru -(Lot 4) 8,800 39 2 45 47 7-Eleven - (Lot 5) 3,060 14 1 11 12 *Quick Quack Carwash - (Lot 6) 3,900 17 2 18 20 Daycare Center - (Lot 7) 9,990 44 2 31 33 Gym or Retail - (Lot 8) 18,500 82 2 72 74 Grocery Outlet - (Lot 9) 18,000 80 2 73 75 Totals: 321 16 307 323 CITY PARKING REQUIREMENTS: 1. SHOPPING CENTER = 1 STALL PER 225 S.F. DEVELOPMENT SUMMARY & CITY PARKING REQUIREMENTS 1 At Head to Head Stalls SCALE: 1" = 5' Typical Compact Stall Detail SCALE: 1" = 5' PROPOSED SIGNALIZED FULL MOVEMENT ENTRY PROPOSED RIGHT-IN/ RIGHT-OUT PROPOSED RIGHT-IN/ RIGHT-OUT W/ LEFT-IN (STRIPING MODIFICATIONS ONLY ON LINCOLN BOULEVARD - NO PLANTED MEDIAN) CITY ACCESS DRIVE PROPOSED POST & CABLE FENCE CITY ACCESS DRIVEWAY TO BE CLOSED 14 14 123 4 6 6 4 FIRE DEPARTMENT 38'/58' TURNING * INCLUDES VACUUM SPACES 2 12 2 1 5 10 2 3 5 6 APN: 328-01/J-030

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LOT 5 PROPOSED C-STORE 1 3,060 S.F.± LOT 4 PROPOSED SHOPS 1 8,800 S.F.± F F F LOT 2 PROPOSED FAST FOOD 1 2,400 S.F.±LOT 1 PROPOSED AUTOMOTIVE 1 3,140 S.F.± PATIO LOT 3 PROPOSED FAST FOOD 4,430 S.F.± LOT 7 PROPOSED CHILDCARE 1 9,990 S.F.± LOT 8 PROPOSED STORE 1 18,500 S.F.± LOT 9 PROPOSED RETAIL 1 18,000 S.F.± LOT 6 PROPOSED CARWASH 1 3,900 S.F.± PRELIMINARY TREE LIST AND LEGEND SHRUBS: BACKGROUND/SCREEN SHRUBS: FACER/FILLER GROUNDCOVERS LANDSCAPE KEYNOTES D E S I G N • S E R V I C E • S O L U T I O N S FUHRMAN LEAMY L A N D G R O U P 2 1 4 0 P R O F E S S I O N A L D R I V E , S U I T E 1 1 5 R O S E V I L L E , C A 9 5 6 6 1 LINCOLN PARKWAY FERRARI RANCH RD SCALET DATET PRO6ECTT 0 S4EET 40 FERRARI PAVILION RETAIL CENTER Lincoln, CA Preliminary Landscape PlanS0 1V H 40 0V PL1 REV 06242019 FGDT 1S026 1--- SD-c r---- w El -L___ s&-c " ---c, t- I 1"0. '£\ so-c I o I I 0 " 0 I l \ 0 l I -c 0-c • • • -------- -------- -------- ----------- W- C ---------- W-c W-C --- W-C --- ----;;--.__ o SD-c 1 ------- so-c " 0 so< 24"50 r SD-C I SD-C " 0 --------- SO - C I so-c ----- ,, 0 -C 4 ,, 0 s-c ~s ,lf' 0 \ sS_.,C ,c I 0 " I ,/.:; " d ti ' . "v \ sS_,.,C I I et / ' Q ____ _ DESCRIPTION: 1. PROPOSED BUFFER TREES TO OPEN SPACE 2. PARKING LOT TREES 3. PROPOSED ACCENT SCREEN TREES 4. PROPOSED STREET TREE TO MATCH SOUTH SIDE OF FERRARI RANCH RD. 5. PROPOSED PLAZA WITH SIGNAGE AND SEATING 6. DENOTES LANDSCAPED AREA 7. PROPOSED TRASH ENCLOSURE 8. PROPOSED WATER QUALITY BIOSWALES 9. PROPOSED T.S. METAL FENCE 10. 30" HEIGHT C.1.P CONCRETE WALL WITH SKATE DETERRENTS 11. DECORATIVE CONCRETE 12. BENCH 13. SIGNAGE 14. GRANITE BLOCK SEATING 15. ACCENT PLANTING 16. PROPOSED POST AND CABLE FENCE 17. EXISTING FENCE TO REMAIN SYMBOL IBOTANIO.J... NAt.1E COMMON NI\ME I MIN. SIZE I HGT X WDTH. WATER I DESIGN USE USE 0 ACER RUBRUM ARMSTRONG 15 G MOD STREET TREE ARMSTRONG COLUMNAR MAPLE 3D'HX15'W 0 ACCA SELLOWIANA 15 G LOW ACCENT TREE PINEAPPLE GUAVA 15'HX15'W 0 LAGERSTROEMIA INDICA 'ARAPAHO' 24• BX LOW ACCENT lREE CRAPE MYRllE 20'HX20'W o- PISTACIA CHINENSIS 15 G LOW SHADE TREE JI CHINESE PISTACHE 40'HXJO'W 0) QUERCUS WISLIZENEI 15 G LOW SffiEET ffiEE INTERIOR LIVE OAK 40'HX50'W 0 PLATANNUS ACERFOIUA 'BLOODGOOD' 24" BX STREET TREE LONDON PLAN TREE 45'HX35'W LOW FERRARI RANCH RO 0 LAURUS NOBILIS 15 G LOW SCREEN TREE GRECIAN LAUREL 2S'HX20'W © ULMUS X WILSONII PROSPECTOR 15 G MOD SHADE TREE PROSPECTOR ELM 25'HX25'W 0 ULMUS PARVIFOUA TRUE GREEN' 24• BX MOD STREET TREE EVERGREEN ELM 35'HX40'W UNCOL.N BLVD. SYMBOL BOTANICAL NAME I SIZE I WATER USE COMMON NAME ///// BACKGROUND/ SCREEN SHRUBS - EVERGREEN, LARGE SHRUBS // / TO 6' USED FOR REDUCING BUILDING MASS OR SCREENING //~ /, UNDESIRABLE ~EWS. CISTUS SPP. 5 G LOW ROCKRCSE ARCTOSTAPI-M...OS HOWARD MCMINN 5 G LOW HOWARD MCMINN MANZANITA ROSWi.RINUS TUSCAN BLUE 5 G LOW TUSCAN BLUE ROSEt.f/1.RY HYPERICUM X MOSERIANUM 5 G MOD GOLO FLOWER POOOCARPUS MACROPHYLLUS •~1• 5 G MOD SHRUBBY YEW PINE JUNIPERUS SEA GREEN 5 G LOW SEA GREEN JUNIPER RfWiNUS CALIFORNICA MOUND SAN BRUNO 5 G LOW SAN BRUNO COFFEEBERRY XYLOSMA C. 'COMPACTA' 15 G LOW COMPACT XYLOSMA SYMBOL BOTANICAL NAME I SIZE I WATER USE COMMON NAME I///// FACER/FILLER SHRUBS & GRASSES EVERGREEN OR DECIDUOUS //// SHRUBS TO 4' -o•. USED FOR "TERRACING' OF PLANT MATERIAL SEASCNAL COLOR AND SOFTENING OF BUILDING EDGES ANO ////, FOUNDATION SHRUBS. AfJAVE WEBERI 5 G LOW WEBERS AGAVE CALllSTEMON V. 'LITTLE JOHN' 5 G LOW DWARF BOTTLIBRUSH DIETES BICOLOR 5 G LOW FORTNIGHT ULY ILIX CORNUTA SKY PENCIL 5 G MOO SKY PENCIL HOLLY HELICTOTRICHON SEMPERVIRENS 1 G LOW BLUE OAT GRASS NANDINA OOMESTICA 'COMPACTA' 5 G LOW HEAVENLY BAMBOO MAHONIA EURYBRACTEATA SOFT CAREES 2 G LOW SOFT CAREES OREGON GRAPE PINUS MUGO MUGO 5 G LOW MUGO MGO PINE SALVIA SPP. 5 G LOW SAGE RfW'HIOLEPIS UMBELJATA SOUlllERN MOON 5 G LOW YEDDO SYMBOL BOTANICAL NAME I SIZE I WATER USE COMMON NAME I///// PERENNIALS, GRASSES, AND GROUND COVER MATERIAL - SMALL //// SCALI DUE TO PROJECT lYPE, EVERGREEN OR PERENNIAL SHRUBS TO 24" HIGH. USED AS A FILLER BETWEEN SITE WORK // //, EDGES AND FACER SHRUBS. ARCTOSTAPI-M...OS JOHN DOURLEY 1 G LOW MANZANITA BOUTELOUA GRACILIS 'BLONDE AMBITION' 1 G LOW BLUE GRAMA GRASS CISTUS 'SUNSIT 1 G LOW MAGENTA ROCKROSE COPROSMA KIRKII 1 G LOW COPROSMA MUHLINBERGIA CAPILLARIS 1 G LOW PINK MUHLY MYOPORUM PARVIFOLIUM 1 G CREEPING MYOPORUM LOW ROSA FLOWER CARPET (WHITE AND RED) 1 G MOD FLOWER CARPET ROSE TRACHEOLSPERMUM JASMINIODES 1 G MOD STAR JASMINE NATIVE BENTGRASS "No MOW" OR ·Mow FREE" SOD MOD NATWE FESCUE BLEND I i I NO MOW OR MOW FREE NATIVE FESCUE SOD MOD . . . . . . . . . . . . . . . . BIOREMOO~TION AREA ANO OR WATER QUALITY BASIN . . . . JUNCUS EFFUSUS (RUSH) 1 G MOD CORNUS STOLONIFERA 'KELSEYI' (DWARF REDT\\1G OOGWOOO) 1 G MOD LOMANDRA LONGIFOUA 'BREEZE' (DWARF MAT RUSH) 1 G LOW 125
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SECTION A LINCOLN, CA 18019 12-07-2018 1478 STONE POINT DRIVE SUITE 350 ROSEVILLE, CA 95661 T | 916 782 7200 borgesarch.com FERRARI PAVILION LOT 5 - C-STORE FLOOR PLAN, ROOF PLAN & SECTION A-101.5 NORTH SCALE: 1/8" = 1'-0" 0 4' 8' 1' 16' 24' 32' ±31'-4" T.O. ROOF • -" "' ., ,--7 ,--7

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Borges
131
SECTION A LINCOLN, CA 18019 12-07-2018 1478 STONE POINT DRIVE SUITE 350 ROSEVILLE, CA 95661 T | 916 782 7200 borgesarch.com FERRARI PAVILION LOT 6 - CARWASH FLOOR PLAN, ROOF PLAN & SECTION A-101.6 NORTH SCALE: 1/8" = 1'-0" 0 4' 8' 1' 16' 24' 32' $ ±38'-1" T. O.ROOF ±11'-2' I T.O.CANOPY • ,.--------------- ±20'-5" I T. 0. PARAPET "'LOP-E r ROOF PLAN CANOPY ABOVE, TYP.~ --- -------------7 L _ ----- - - _/ _ _J CANOPY ABOVE__/ FLOOR PLAN ,--7 ,--7 I I I I i - -7 ,- -7 I I t I I I 1:8::1 I ....:: 0 .., ,, I 1:8::1 I I I -< rn I I L_ _ J L _ _J I I I I L __ J L __ J ±29'-3" T. o. ROOF T T.O.PARAPET ±20-5 ' . 114'-11" I \/ j)= ,_ - ~~,- - ,_ ,_ ' ·~ , ,- r - rr, - - ,- r r TRELLIS, TYP. ----- ELEC. L _____ _J CANOPYABOVEJ ±20'-5" T. 0. PARAPET ±29'-7" ... T.O.ROOF..,.. ±29'-7" $ -------------- T.O. ROOF I I I $ ±29'-3' A.F.F. T.O. ROOF +20'-5" A.F.F. $,-o:PARAPEr- - - 1=====================================11 . .. .. ..... . .. .. . .. . .. .. .. . .. . , ... ,, .......... ,, ... , ... , ... , ... ,, ....... , .. ,, ... ,, .. , .. ,, ... ,, ....... , .. ,, ... ,, .. , .. ,, .. . I I I I I I I GENERAL NOTES DJ DJ -ANY RED-BOX, PROPANE, ICE, ETC. MACHINES WILL NEED TO BE LOCATED INTERNAL TO THE BUILDING OR LOCATED IN AN ALCOVE, SCREENED FROM VIEW. -IF A "FLY FAN" IS PROPOSED ON THE DRIVE THROUGH WINDOW, IT WILL NEED TO BE INSIDE THE WINDOW. I I I I I I Borges 132
SECTION A LINCOLN, CA 18019 12-07-2018 1478 STONE POINT DRIVE SUITE 350 ROSEVILLE, CA 95661 T | 916 782 7200 borgesarch.com FERRARI PAVILION LOT 7 - CHILDCARE FLOOR PLAN, ROOF PLAN & SECTION A-101.7 SCALE: 1/8" = 1'-0" 0 4' 8' 1' 16' 24' 32' +25' . 10· . -+38'-4" T.O.PARAPET T T.O.ROOF TYP. ,- - ,- " - ,_ " ,_ I I ' , - ' I ./ ./ " - ,_ ,_ ±11'-0" 0 T.O. CANOPY • ,--7 ,--7 I I I I ,- -7 ,- I I f I I!. - I 0 I I 0 I I I L_ _ _J L_ I I I I ' L __ J L __ J ' ' ,_ " +30'-4" I .... T.O. ROOF ' I / ' I ' --7'1 •I, ,- " I I I :;7(~ - ,- " ,- ,- ROOF PLAN ±38'-4" T. 0. ROOF 136'-0 1/2" L_ I TRELLIS. TYP._/i ELEC. 10 _/ ~L , ~I ,µr I -- ______ _J _________ _J D FLOOR PLAN \CANOPY ABOVE, TYP ,-,_ ,_ -7 I I I _ _J ' ' / / I I "'-·'-'·'"- ._ I ' I ,_ ,, ' . ' rs ' rs rs ' ,- ' ,- jL: y .. 'ls ,. " " ' I ±25'-10" T. 0. PARAPET TYP. +11· . o· T. O.CANOPY TYP. I ,--7 I I ,- -7 I I I 0 I I I L _ _ _J I I L __ J , ' rt I - CANOPY ABOVE, TYP. I I, , I' ±16'-7'' T.O.CANOPY I I Y ' \_CANOPY ABOVE, TYP. +16' . 7" T. 0. CANOPY I I • ll - L,::l; SLOPE " ±30'-4" T. 0. ROOF~ ' l'i D D D _J +25'-10" A.F.F. $ - - - - - - - - T.0. PARAPET ±10'-11' $ -------- T.O.CANOPY 0'-0' $ FINISH FLOOR -·-·-·-·- / ., +38'-4" A.F.F. I .,rrTTT[ll1T1 1111111111 rrrrrrrrrr,,. T.O.ROOF 0 I I I I r= J I I 1 - -7 I I I I l--..1 l--..1 1 I I I I I I I I I 1 1 1 ' ' ' ' ' ,,· ' ' ' ' ' ' GENERAL NOTES -ANY RED-BOX. PROPANE. ICE. ETC. MACHINES WILL NEED TO BE LOCATED INTERNAL TO THE BUILDING OR LOCATED IN AN ALCOVE. SCREENED FROM VIEW. I I I I l--..1 1 1 1 1 1 i i - ' Ii IJ ,, ±16'-7" 0 T.O. CANOPY NORTH Borges 133
FERRARI PAVILION - LOT 8 & 9 LINCOLN, CA 20190418.0 21 South Evergreen Avenue Suite 200 Arlington Heights, IL 60005 t: 847 788 9200 f: 847 788 9536 FLOOR PLAN FLOOR PLAN SCALE: 1/8" = 1'-0" A-1.1 06/18/19 0 "-' m ' "' 4 t--+-+-- J.Jt---t-t-- 3 t--+-+-- 2.31----+-+-- 0 1.lll--+-+-- "' ' ,.,N I Greenbergfarrow 9'-5 1/4" I I c:::------ --tt---- c::: - -+ -I- - - - -,,--- c:::c::::::ttc:::c:::c::: c::: = -+ t- = = = :~fut~ c::: = -+ +- = = = c::: _ _j_j_ __ _ -,,--- c::: = ::± ±:: = = = I I c::: = =+ += = = = c::: _.Jj_ __ _ -,,--- c:::--++--== r-r ---E-cJ--1:I,qj - - - L...'...,_ --- c:::-,,-== c::: ------ --++---- I I c::: = =+ += = = = c::: _ _lL __ _ -,,--- c::: --+-1----- ------ 1 I c::: L 17'-3 1 4" BB A B C
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267'-1 1/4"
D G 0 0
134
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LINCOLN, CA 18019 12-07-2018 1478 STONE POINT DRIVE SUITE 350 ROSEVILLE, CA 95661 T | 916 782 7200 borgesarch.com FERRARI PAVILION LOT 1 - AUTOMOTIVE ELEVATIONS A-201.1

SOUTH ELEVATION

NORTH ELEVATION
NOTE: SIGNAGE SHOWN ARE REPRESENTATION ONLY, NOT TO BE REVIEWED BY THE PLANNER P1

CANVAS TAN
P2

DRIED THYME
P3

SLATE TILE
P4

TORCHLIGHT
P5

WEB GRAY
P6

DARK CLOVE
P7

EXTRA WHITE
M1
METAL

WEST ELEVATION

EAST ELEVATION
S1

WHITE GOLD
B1

OLD GUIGARD
R1

SLATE GRAY
fforges
136
LINCOLN, CA 18019 12-07-2018 1478 STONE POINT DRIVE SUITE 350 ROSEVILLE, CA 95661 T | 916 782 7200 borgesarch.com FERRARI PAVILION LOT 2 - FAST FOOD 1 ELEVATIONS A-201.2 SCALE: 3/16" = 1'-0" EAST ELEVATION WEST ELEVATION NOTE: SIGNAGE SHOWN ARE REPRESENTATION ONLY, NOT TO BE REVIEWED BY THE PLANNER P1 CANVAS TAN P2 DRIED THYME P3 SLATE TILE P4 TORCHLIGHT P5 WEB GRAY P6 DARK CLOVE NORTH ELEVATION SOUTH ELEVATION P7 EXTRA WHITE M1 METAL S1 WHITE GOLD B1 OLD GUIGARD R1 SLATE GRAY Borges 137
LINCOLN, CA 18019 12-07-2018 1478 STONE POINT DRIVE SUITE 350 ROSEVILLE, CA 95661 T | 916 782 7200 borgesarch.com FERRARI PAVILION LOT 3 - FAST FOOD 2 ELEVATIONS A-201.3 SCALE: 3/16" = 1'-0" < ~t;;, \ t . .r- ' . - WEST ELEVATION SOUTH ELEVATION < / ~t;; 't . .r-' ' . EAST ELEVATION NORTH ELEVATION NOTE: SIGNAGE SHOWN ARE REPRESENTATION ONLY, NOT TO BE REVIEWED BY THE PLANNER P1 CANVAS TAN P2 DRIED THYME P3 SLATE TILE P4 TORCHLIGHT P5 WEB GRAY P6 DARK CLOVE P7 EXTRA WHITE M1 METAL S1 WHITE GOLD B1 OLD GUIGARD R1 SLATE GRAY < / \ t;; :'-I 1,, - \ t ., - 'J...j : ,' C --~ • 138

RETAIL ELEVATIONS
SCALE: 1/8" = 1'-0"
A-2.0 06/14/19
FERRARI PAVILION - LOT 4

LINCOLN, CA
20190418.0
21 South Evergreen Avenue
Suite 200
Arlington Heights, IL 60005
t: 847 788 9200 f: 847 788 9536
139
LINCOLN, CA 18019 12-07-2018 1478 STONE POINT DRIVE SUITE 350 ROSEVILLE, CA 95661 T | 916 782 7200 borgesarch.com FERRARI PAVILION LOT 5 - C-STORE ELEVATIONS A-201.5
SCALE: 3/16" = 1'-0"
140
LINCOLN, CA 18019 12-07-2018 1478 STONE POINT DRIVE SUITE 350 ROSEVILLE, CA 95661 T | 916 782 7200 borgesarch.com FERRARI PAVILION LOT 5- C-STORE CANOPY ELEVATIONS A-201.5.1 SCALE: 1/4" = 1'-0" 141
LINCOLN, CA 18019 12-07-2018 1478 STONE POINT DRIVE SUITE 350 ROSEVILLE, CA 95661 T | 916 782 7200 borgesarch.com FERRARI PAVILION LOT 6 - CARWASH ELEVATIONS A-201.6 SCALE: 1/8" = 1'-0" 142
LINCOLN, CA 18019 12-07-2018 1478 STONE POINT DRIVE SUITE 350 ROSEVILLE, CA 95661 T | 916 782 7200 borgesarch.com FERRARI PAVILION LOT 7 - CHILDCARE ELEVATIONS A-201.7 SCALE: 1/8" = 1'-0" 143
FERRARI PAVILION - LOT 8 & 9

LINCOLN, CA
20190418.0

RETAIL ELEVATIONS
SCALE: 1/8" = 1'-0"
A-2.1 06/18/19
21 South Evergreen Avenue
Suite 200
Arlington Heights, IL 60005
t: 847 788 9200 f: 847 788 9536
144
6'-0" 12" DIA. STL. ROD CANE BOLTS,
EACH LEAF, FIELD VERIFY LENGTH. PROVIDE STL. SLEEVE EMBEDDED IN CONC. TO RECEIVE ROD. CONC. FILLED 6" x 6" x 3/16" T.S. FRONT ELEVATION SIDE ELEVATION 1" X 18" DIAG. MTL. STRAPS FROM TOP AND MIDPOINTS OF BUTT SIDE TO STRIKE SIDE @ MIDPOINTS AND BOTTOM. 12 GAUGE MTL. DECKING TACK WELD EACH FLUTE @ FRAME. ASC MINI V BEAM PROFILE OR EQUAL, PAINT TO MATCH THE PRIMARY COLOR OF THE ADJACENT BUILDING. STEEL GATE CONC. CAP STEEL HASP POST, PAINTED 4" GAP MAX. BETWEEN BOTTOM OF GATE AND FINISHED SURFACE, TYP. . 3"
9'-0" 1'-6" GATE POST FOOTING, EMBED IN CONCRETE 1/4" = 1'-0" TRASH ENCLOSURE ELEVATIONS STUCCO STONE VENEER 8" 8" 1/4" = 1'-0" QUICK QUACK TRASH ENCLOSURE ELEVATIONS 1" X 18" DIAG. MTL. STRAPS FROM TOP AND MIDPOINTS OF BUTT SIDE TO STRIKE SIDE @ MIDPOINTS AND BOTTOM. 12 GAUGE MTL. DECKING TACK WELD EACH FLUTE @ FRAME. ASC MINI V BEAM PROFILE OR EQUAL, PAINT TO MATCH THE PRIMARY COLOR OF THE ADJACENT BUILDING. STEEL HASP 12" DIA. STL. ROD CANE BOLTS, EACH LEAF, FIELD VERIFY LENGTH. PROVIDE STL. SLEEVE EMBEDDED IN CONC. TO RECEIVE ROD. FRONT ELEVATION4" GAP MAX. BETWEEN BOTTOM OF GATE AND FINISHED SURFACE, TYP. . 6'-0" CONC. FILLED 6" x 6" x 3/16" T.S. SIDE ELEVATION
3"
9'-0" 1'-6" GATE POST FOOTING, EMBED IN CONCRETE CONC. FILLED 6" x 6" x 3/16" T.S. STEEL GATE POST, PAINTED CONC. CAP 8" STUCCO STONE VENEER 8" 1/4" = 1'-0" SCREEN WALL @ DRIVE-THRU OF LOT 4 - C STORESTONE VENEER CONC. CAP 2'-8" 4"
3'-0" 7"
1'-10 1/2" CHAMBER OUTDOOR POST LANTERN BRONZE PEDESTRIAN POLE LIGHT 1'-10" 7" 4" 1'-3 1/2" GLEON GALLEON LED GLEON-AF-05 PARKING LOT POLE LIGHT 25 FEET HIGH WITH 3 FEET HIGH CONCRETE BASE 12 FEET HIGH BRONZE WALL SCONCE 1'-8" 6"
3 3/4"
12'-0"
3'-0" 2'-0"
25'-0"
LINCOLN, CA 18019 12-07-2018 1478 STONE POINT DRIVE SUITE 350 ROSEVILLE, CA 95661 T | 916 782 7200 borgesarch.com FERRARI PAVILION SITE DETAILS A-801 BENCH MODEL 942SM-V6 145
QUALITY CONTROL PROJECT NUMBER PROJECT NAME SHEET NUMBER DRAWN BY SHEET TITLE COPYRIGHT NOTICE PROJECT MANAGER ISSUE/REVISION RECORD PROFESSIONAL SEAL PROFESSIONAL IN CHARGE FERRARI PAVILION LOT 9 LINCOLN CALIFORNIA FERRARI RANCHO ROAD & LINCOLN BOULEVARD 3000 INTERNET BOULEVARD SUITE 570 FRISCO, TX 75034 UNITED STATES 30 Executive Park, Suite 100 Irvine, CA 92614 t: 949 296 0450 f: 949 296 0479 ELECTRICAL SITE PHOTOMETRICS E2.2 146
147
148
149
150
Ferrari
Pavilion

FINAL ELECTRICAL

CONNECTION BY

CUSTOMER
Address
Approval / Date
Sheet
2301 River Road
Suite 201
Louisville, KY 40206
(502) 897-9800 Cell (502) 554-2575
14201 Sovereign Road
Fort Worth, TX 76155
3220 Executive Ridge Drive
Suite 250
17319 San Pedro Avenue
Suite 200
0401153Ar5

RON CHARLTON
SDM
9/26/18
R1 RFF 09.28.18 add sign C
R2-JP 10/2/18: revised C,
deleted C option 2; updated
site plan
R3 RFF 10.15.18 rev a1, a2 & c
add tenant names
r4 RMS 10-31-18 - rmve wood
beam on a and chnge colors
R5-SDM-11/5/18-removed
signs B1, B2, & B4

FERRARI PAVILION

LINCOLN BLVD & FERRARI
RANCH

LINCOLN, CA
1 4
Ferrari Pavilion
A1 A2 D/F PYLON

END VIEW
TWO [2] REQUIRED - MANUFACTURE & INSTALL
SCALE: 3/16" = 1' - 0"
23'-0"
3'-0" 3" 3" 12'-0"
5" 4'-0"
3'-0"
5"
ALUM. FAB. CHANNEL LETTERS PAINTED

BLACK OUTSIDE / WHITE INSIDE -
7328 WHITE ACRYLIC FACES WITH BLACK

JEWELITE RETAINER - INTERNALLY ILLUMINATED

WITH WHITE LED MODULES
LETTERS TO MOUNT FLUSH TO ALUMINUM FAB.

UPPER SECTION - PAINT TO MATCH SW 9183 DARK CLOVE

ALUMINUM SUPPORT COVERS WITH WOOD GRAIN

POWDERCOAT FINISH - EXACT PATTERN AND

COLOR TO BE DETERMINED
ALUMINUM FAB. D/F TENANT CABINETS PAINTED
313 DK. BRONZE - WHITE LED ILLUMINATION
INDIVIDUAL 7328 WHITE ACRYLIC TENANT FACES

WITH FIRST SURFACE VINYL GRAPHICS - EXACT

TENANTS AND GRAPHICS TO BE DETERMINED

ALUMINUM REVEAL PAINTED BLACK

DECORATIVE METAL PLATES PAINTED

FLAT BLACK

CONCRETE AND MASONRY BASE

BY GENERAL CONTRACTOR
*MATCH OLD GUIGARD BRICK COLOR
@ SITE

STEEL PIPE SUPPORTS SET IN CONCRETE

PIERS AS REQUIRED PER LOCAL CODES

CONCRETE AND MASONRY BASE TO BE

INSTALLED AFTER STEEL IS SET
TENANT
TENANT
7-11

THE LEARNING EXPERIENCE
LOT 8
TENANT

GROCERY
OUTLET
TENANT
TENANT
A1- QUICK QUACK
A2- DEL TACO
3'-0"
21'-4"
SW 9183
151
Ferrari
Pavilion

FINAL ELECTRICAL

CONNECTION BY

CUSTOMER
Address
Approval / Date
Sheet
2301 River Road
Suite 201
Louisville, KY 40206
(502) 897-9800 Cell (502) 554-2575
14201 Sovereign Road
Fort Worth, TX 76155
3220 Executive Ridge Drive
Suite 250
17319 San Pedro Avenue
Suite 200
0401153Ar5

RON CHARLTON
SDM
9/26/18
R1 RFF 09.28.18 add sign C
R2-JP 10/2/18: revised C,
deleted C option 2; updated
site plan
R3 RFF 10.15.18 rev a1, a2 & c
add tenant names
r4 RMS 10-31-18 - rmve wood
beam on a and chnge colors
R5-SDM-11/5/18-removed
signs B1, B2, & B4

FERRARI PAVILION

LINCOLN BLVD & FERRARI
RANCH

LINCOLN, CA
2 4
6'-0" 1'-0"

FUEL PRICE CHANGER

TO BE DETERMINED

SIGNAGE AND SUPPORT PROVIDED

BY CUSTOMER - ONLY MASONRY

BASE TO BE PROVIDED BY GENERAL

CONTRACTOR

CONCRETE AND MASONRY BASE

BY GENERAL CONTRACTOR

MATCH OLD GUIGARD BRICK COLOR
@ SITE

STEEL PIPE SUPPORT SET IN CONCRETE

PIER AS REQUIRED PER LOCAL CODES

CONCRETE AND MASONRY BASE TO BE

INSTALLED AFTER STEEL IS SET
B3 D/F MONUMENT

END VIEW
ONE [1] REQUIRED - MANUFACTURE & INSTALL
SCALE: 1/2" = 1' - 0"
FUTURE

FUEL PRICE

CHANGER
SW 9183
152
Ferrari
Pavilion

FINAL ELECTRICAL

CONNECTION BY

CUSTOMER
Address
Approval / Date
Sheet
2301 River Road
Suite 201
Louisville, KY 40206
(502) 897-9800 Cell (502) 554-2575
14201 Sovereign Road
Fort Worth, TX 76155
3220 Executive Ridge Drive
Suite 250
17319 San Pedro Avenue
Suite 200
0401153Ar5

RON CHARLTON
SDM
9/26/18
R1 RFF 09.28.18 add sign C
R2-JP 10/2/18: revised C,
deleted C option 2; updated
site plan
R3 RFF 10.15.18 rev a1, a2 & c
add tenant names
r4 RMS 10-31-18 - rmve wood
beam on a and chnge colors
R5-SDM-11/5/18-removed
signs B1, B2, & B4

FERRARI PAVILION

LINCOLN BLVD & FERRARI
RANCH

LINCOLN, CA
3 4
8'-2"
7'-85/8"
7'-0" TENANT CABINET
C

S/F MULTI-TENANT SIGN
ONE [1] REQUIRED - MANUFACTURE & INSTALL
SCALE: 1/2" = 1' - 0" SIDE VIEW
1'-0"
3"
3" DEEP FACE LIT CHANNEL LETTERS LED ILLUMINATED

WITH BLACK RETURNS/TRIM CAP - MOUNTED FLUSH TO
ALUMINUM FAB. UPPER SECTION
PAINTED SW 9183 DARK CLOVE
6" X 6" ALUMINUM SUPPORTS COVERS WITH

WOOD GRAIN POWDERCOAT FINISH

EXACT PATTERN AND COLOR TO BE DETERMINED
6"+- DEEP ALUMINUM FAB. S/F TENANT CABINET
PAINTED 313 DK. BRONZE - WHITE LED ILLUMINATION
WITH INDIVIDUAL 7328 WHITE ACRYLIC TENANT FACES

WITH FIRST SURFACE VINYL GRAPHICS - EXACT

TENANTS AND GRAPHICS TO BE DETERMINED

ALUMINUM REVEAL PAINTED BLACK

DECORATIVE METAL MOUNTINGPLATES

PAINTED FLAT BLACK

SIGN MOUNTED ON EXISTING RADIUS

TAPERED CONCRETE WALL
SIGN

LOCATION

VERIFY ALL SIZES PRIOR TO FABRICATION

EXACT MOUNTING METHOD TO BE DETERMINED
TENANT
TENANT
TENANT
TENANT
TENANT
TENANT

S/F MULTI-TENANT
SIGN

SIGN MOUNTED

ON EXISTING RADIUS

TAPERED CONCRETE

WALL (BY OTHERS)
153
Ferrari
Pavilion

FINAL ELECTRICAL

CONNECTION BY

CUSTOMER
Address
Approval / Date
Sheet
2301 River Road
Suite 201
Louisville, KY 40206
(502) 897-9800 Cell (502) 554-2575
14201 Sovereign Road
Fort Worth, TX 76155
3220 Executive Ridge Drive
Suite 250
17319 San Pedro Avenue
Suite 200
0401153Ar5

RON CHARLTON
SDM
9/26/18
R1 RFF 09.28.18 add sign C
R2-JP 10/2/18: revised C,
deleted C option 2; updated
site plan
R3 RFF 10.15.18 rev a1, a2 & c
add tenant names
r4 RMS 10-31-18 - rmve wood
beam on a and chnge colors
R5-SDM-11/5/18-removed
signs B1, B2, & B4

FERRARI PAVILION

LINCOLN BLVD & FERRARI
RANCH
LINCOLN, CA 4
4 SITE PLAN
NOTE:

PROPOSED SIGN LOCATIONS ARE PRELIMINARY

AND SUBJECT TO CHANGE
C
B3
A1
A2
154

PLANNING COMMISSION
RESOLUTION NO. 2023 – 03

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LINCOLN

RECOMMENDING TO THE CITY COUNCIL APPROVAL OF THE FOUR-YEAR EXTENSION

OF TIME FOR THE FERRARI PAVILION COMMERCIALTENTATIVE PARCEL MAP ON ASSESSOR PARCEL NUMBER 330-012-028
WHEREAS, the Planning Commission of the City of Lincoln has considered the request to extend the approved Ferrari Pavilion Commercial Tentative Parcel Map, originally adopted by City Council under Resolution No. 2019-007 on January 8, 2019; and WHEREAS, the Planning Commission of the City of Lincoln find that the project is exempt from the California Environmental Quality Act (CEQA) under Section 15162 of the CEQA Guidelines, because there are no proposed changes to the project that would trigger revisions to the previous EIR. The extension of the map will carry forward a project that was previously analyzed under Revised Twelve Bridges Specific Plan, processed under SCH # 97022074. No further CEQA analysis is warranted as no other change is proposed to occur other than an extension of expiration of the approved tentative map; and WHEREAS, Section 66452.6 of the Subdivision Map Act provides authority for the requested extension of the aforementioned Tentative Parcel Map; and WHEREAS, notices describing the proposed four-year extension of the Ferrari Pavilion Commercial Parcel Map were published in the Lincoln News Messenger and sent to neighboring property owners pursuant to Section 17.16.150 of the Lincoln Municipal Code.

NOW, THEREFORE, BE IT RESOLVED the Planning Commission of the City of Lincoln, hereby recommends to the Lincoln City Council approval of a four (4) year extension to the approved Ferrari Pavilion Commercial Tentative Parcel Map project:

Section 1. The Planning Commission hereby finds and determines that:

1. The Ferrari Pavilion Commercial Tentative Parcel Map presently conforms to the requirements for a tentative subdivision map within the City of Lincoln and as such an extension of approval may be considered.

2. Based upon the Planning Commissions review of the facts, the Commission recommends to the City Council an extension of four (4) years for the Tentative Parcel Map originally adopted by City Council Resolution No. 2019-007 for the Ferrari Pavilion Commercial Tentative Parcel Map.

3. The Ferrari Pavilion Commercial Tentative Parcel Map shall expire on January 8, 2027.

PASSED AND ADOPTED this 15th day of February, 2023 by the following roll call vote - AYES: COMMISSIONERS Gilbert, Eklund, E. Johnson, Reedy and Hutchinson NOES: COMMISSIONER J Johnson
ABSENT: COMMISSIONER McKinney
Peter Gilbert, Chair
ATTEST:

Eugenie Guadron, Secretary
ATTACHMENT 2
155

PROPOSED OUTDOOR PLAYGROUND
LOT 7

PROPOSED
CHILDCARE 1
9,990 S.F.±
3,060 S.F.±
LOT 5
C-STORE 1

PROPOSED
(70' x 43')
LOT 9

PROPOSED
RETAIL 2
(122' X 162') 18,000 S.F.±
(122' X 139') 16,960 S.F.±
12,650 S.F.±
LOT 8
PROPOSED GYM 1 OR RETAIL 3
LOT 6

PROPOSED
CARWASH 1
3,625 S.F.±
LOT 2

PROPOSED
FAST FOOD 1
2,400 S.F.±
LOT 1

PROPOSED
AUTOMOTIVE 1
3,140 S.F.±
LOT 4

PROPOSED
SHOPS 1
8,300 S.F.±
PATIO
LOT 3

PROPOSED
FAST FOOD 2 4,430 S.F.±
PATIO
F
F
F
N18°05'35"W
113.95'
N13°26'12"E 186.65'

49.38'
N16°13'01"W 131.82'
N16°13'01"W 228.07' N73°46'59"E

38.15'
N76°33'48"W
285.01'
N18°05'35"W
239.02'
N71°56'14"E

46.40'
N18°05'56"W

86.99'
N71°54'04"E

30.50'
N18°05'56"W

82.98'
N63°01'53"E
128.76'
N63°01'53"E
155.48'
N71°54'25"E

69.70'

21.10' N7°50'38"W 174.95'
N18°04'06"W

53.61' N71°54'24"E

40.24'
N18°05'36"W

75.13' EXISTING PUBLIC UTILITY EASEMENT EXISTING PUBLIC UTILITY EASEMENT EXISTING MONUMENT EASEMENT EXISTING SEWER EASEMENT (UNRECORDED) EXISTING SEWER EASEMENT (UNRECORDED) EXISTING PUBLIC UTILITY EASEMENT N73°46'59"E
140.27'
L1 L2N16°13'01"W

42.40'
L3
N73°46'59"E

42.15'
L4 N0°41'39"W

91.32' EXISTING 10' PUBLIC UTILITY EASEMENT
N71°54'25"E 370.02'
N72°27'24"W
219.16'

FERRARI RANCH ROAD EXISTING PUBLIC UTILITY EASEMENT
UNION PACIFIC RAILROAD APN: 021-274-014 APN: 021-274-013 APN: 021-274-011 APN: 021-274-008 APN: 328-010-030 APN: 328-010-028
APN: 328-010-025 APN: 330-170-010 APN: 330-160-039 APN: 330-160-038 APN: 330-160-035 APN: 330-160-034 APN: 330-170-013 APN: 330-170-012 APN: 330-170-011 APN: 330-160-055
APN: 021-274-012

EXISTING DRIVEWAY

EXISTING DRIVEWAY
174.95'

79.33'
175.59'
N76°34'09"W

42.98'
N13°25'51"E

38.50'
N76°34'09"W
167.90'
128.79'
L6
201.02'
161.00'
L7
N76°33'48"W
285.01'
N46°57'32"W

59.75'
N43°02'28"E 111.60'
L8
L9
N7°50'38"W 291.37'
N59°52'24"W 187.33'

82.72'
104.61'
N17°30'25"E 241.86'
L5
N87°56'26"W 170.12' 45.43' 124.69'
N14°45'51"E 101.48'
N13°26'12"E 334.72'

16.28'

85.20'

88.80'
128.79'
117.13'

NORTHFIELD COURT

LINCOLN BOULEVARD
C1
L
=17

0.13, R
=
8 3

9.0 0
Δ
=11°3
7'0
7" L
=1Δ
4=
.10, R=860.0
7°36'07" L=456.43, R=860. Δ=30°24'32"
C3
C4
C2 8.0' 8.0' 35' BUILDING SETBACK LINE 50' BUILDING SETBACK LINE Line Table Line L1L2L2L3L3L4L4L5L6L7L8L9 Bearing N0°00'00"E S73°46'59"W S73°46'59"W S16°13'01"E S16°13'01"E N17°49'30"E N17°49'30"E N12°11'23"E N13°26'12"E S71°54'25"W S46°57'32"E N43°02'28"E Distance 14.85' 10.06' 10.06' 20.92' 20.92' 19.91' 19.91' 7.18' 8.49' 8.00' 9.00' 20.90' Curve Table Curve C1 C2 C3 C4 Radius 49.50' 50.00' 150.00' 70.00' Delta 30.53 29.65 10.75 39.12 Length 26.38' 25.88' 28.15' 47.79' FDG
N
W
S
E
0 40' 80' 120' City of Lincoln, California November 6, 2018 Ferrari Pavilion SCALE 1"=40' Cover Sheet Tentative Parcel Map SHEET C1.0 FRAY DESIGN GROUP, INC.

FDGCIVIL ENGINEERING PLANNING SURVEYING JI (916) 782-3000 Phone (916) 782-3955 Fax 1540 Eureka Road Ste. 100 Roseville, CA 95661 TENTATIVE PARCEL MAP INFORMATION DEVELOPER: GUGGENHEIM REAL ESTATE PARTNERS 3000 INTERNET BOULEVARD, SUITE 570 FRISCO, TX 75034 (214) 872-4054 ENGINEER/ PLANNER: FRAYJI DESIGN GROUP, INC. 1540 EUREKA ROAD, SUITE 100 ROSEVILLE, CA 95661 (916) 782-3000 ASSESSOR'S PARCEL NO: TOTAL ACREAGE: 11.5± AC EXISTING ZONE: GENERAL COMMERCIAL, (UNDEVELOPED) PROPOSED ZONE: 330-012-028-000 SERVICE PROVIDERS SCHOOL DISTRICTS: PARKS & RECREATION: CITY OF LINCOLN POLICE & FIRE PROTECTION: LINCOLN POLICE DEPT./ LINCOLN FIRE DEPT. SANITARY SEWER: CITY OF LINCOLN DOMESTIC WATER: CITY OF LINCOLN STORM DRAIN: CITY OF LINCOLN ELECTRICITY: PACIFIC GAS & ELECTRIC CO. TELEPHONE: AT&T CABLE: WAVE COMMUNICATIONS WESTERN PLACER UNIFIED SCHOOL DISTRICT, K-12 VICINITY MAP NTS 1. PARCEL LINES AND AREAS MAY BE ADJUSTED AT THE TIME OF THE FINAL MAP, PROVIDED THE GENERAL LOTTING SCHEME IS PRESERVED AND NO NEW ADDITIONAL PARCELS ARE CREATED, SUBJECT TO THE APPROVAL OF THE CITY OF LINCOLN. 2. PURSUANT TO GOVERNMENT CODE SECTION 56456.1, THE SUBDIVIDER MAY FILE MULTIPLE FINAL MAPS BASED UPON THIS TENTATIVE MAP. THE FILING OF A FINAL MAP ON A PORTION OF THIS TENTATIVE MAP SHALL NOT INVALIDATE ANY PART OF THIS TENTATIVE MAP. 3. THE COMMERCIAL/RETAIL LOTS SHOWN ON THIS TENTATIVE MAP ARE CONCEPTUAL AND MAY BE MODIFIED TO FIT THE FINAL BUILDING DESIGN AT THE TIME OF THE FINAL MAP. 4. PUBLIC UTILITY AND MAINTENANCE EASEMENT LOTS SHOWN OR IMPLIED IN THIS TENTATIVE MAP ARE CONCEPTUAL AND MAY BE MODIFIED AT THE TIME OF THE FINAL MAP. 5. ALL UTILITY SYSTEMS ILLUSTRATED ON THIS TENTATIVE MAP ARE SUBJECT TO CHANGE AT THE TIME OF IMPROVEMENT PLANS. 6. CROSS ACCESS, UTILITY, DRAINAGE, ETC. SHALL BE PROVIDED ACROSS ALL LOTS ON THIS TENTATIVE MAP AND WILL BE FINALIZED WITH CC&R'S, CONCURRENT WITH FINAL MAP RECORDATION. 7. TRASH ENCLOSURES LOCATIONS SHOWN ON THIS PLAN DEPICTS INTENDED PICKUP LOCATIONS. FINAL USER TRASH ENCLOSURE SIZES MAY VARY. 8. OAK TREES, IF ANY, TO BE REMOVED SHALL BE IN ACCORDANCE WITH MITIGATION OF CITY'S OAK TREE GUIDELINES. NOTES: FOR APN/PARCEL ID(S): 330-012-028 THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF LINCOLN, COUNTY OF PLACER, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: LOT 40 AS SHOWN ON THE MAP OF “SUN CITY LINCOLN HILLS - PHASE 1- LARGE LOT SUBDIVISION” FILED FOR RECORD IN BOOK “V” OF MAPS, PAGE 4, PLACER COUNTY RECORDS, AND A PORTION OF LAND DESCRIBED IN INSTRUMENT NO. 97-004837, OFFICIAL RECORDS, DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST EASTERLY CORNER OF SAID LOT 40; THENCE FROM THE POINT OF BEGINNING SOUTH 43°02'28” WEST A DISTANCE OF 125.18 FEET TO A CURVE TO THE RIGHT HAVING A RADIUS OF 860.00 FEET THROUGH A CENTRAL ANGLE OF 61°30'10” WITH AN ARC LENGTH OF 923.15 FEET; SUBTENDED BY A CORD WHICH BEARS SOUTH 73°47'33” WEST FOR A DISTANCE OF 879.46 FEET TO A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 92°58'28” WITH AN ARC LENGTH OF 81.14 FEET; SUBTENDED BY A CHORD WHICH BEARS NORTH 28°58'08” WEST FOR A DISTANCE OF 72.52 FEET; THENCE NORTH 17°31'06” EAST A DISTANCE OF 650.62 FEET; THENCE SOUTH 72°27'24” EAST A DISTANCE OF 224.57 FEET; THENCE NORTH 71°54'25” EAST A DISTANCE OF 370.02 FEET; THENCE SOUTH 59°52'24” EAST A DISTANCE OF 187.33 FEET; THENCE SOUTH 07°50'38” EAST A DISTANCE OF 302.97 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM ALL THAT PORTION CONVEYED TO THE STATE OF CALIFORNIA BY DEED RECORDED JUNE 22, 2000, INSTRUMENT NO. 2000-0044716, OFFICIAL RECORDS. APN: 330-012-028 LEGAL DESCRIPTION: Ferrari Pavilion SHEET INDEX: AVERAGE BUILDING COVERAGE: 14% GENERAL COMMERCIAL, (UNDEVELOPED) NATURAL GAS: PACIFIC GAS & ELECTRIC CO. SEE SHEET C5.0 FOR PARKING SUMMARY LOT SIZES LOT 1: SQ FT. 27,994± 36,707± ACRES 0.64 0.84 1.37 1.19 0.95 1.54 1.27 1.79 1.84 59,865± 51,945± 41,380± 69,440± 55,491± 78,161± 80,253± LOT 2: LOT 3: LOT 4: LOT 5: LOT 6: LOT 7: LOT 8: LOT 9:
3 1 10 10
4 1
2 4
1 2 10 END TYP
9 5
3 3 TYP 10 BEGIN
3 4
2 2 13
7 2
1 2
1 2
4 4
1 3 TYP
8 3 10
5 5
6 12 LEGEND: - AC PAVING - STAMPED ASPHALT - GRAVEL ROAD - SIDEWALK/CONCRETE - BIO RETENTION AREA 15 14 PROPOSED 19 1 2 20
4 20
4 2
1 19
9 EXISTING 16
1 3 TYP
4 4
3 1 22 18 BEGIN 18 END 17 11 21 23 23 23 24 24 24 C1.0 C1.1 C2.0 C3.0 COVER SHEET BOUNDARY AND EASEMENT EXHIBIT SEWER AND WATER SHEET PRELIMINARY GRADING AND DRAINAGE SHEET 1 PROPOSED PLAN IMPROVEMENT KEYNOTES: ADA RAMP, TYP.

ADA PARKING, TYP.

BIO-RETENTION AREA, TYP.

TRASH ENCLOSURE, TYP.TREE(S) TO BE REMOVED, TYP.

PLAZA, SEE LANDSCAPE PLANS FUEL PUMPS & CANOPY
23456
910111213 TRUCK LOADING DOCK TRAFFIC SIGNAL POST & CABLE FENCE GRAVEL ACCESS AND GATE TO BE PROVIDED TO ODOR CONTROL FACILITY DEMOLISH/ ABANDON EXISTING PAVED ACCESS DRIVEWAY 7 UNDERGROUND FUEL TANKS 171819 PYLON SIGN MONUMENT SIGN BUS STOP REMOVE EXISTING FENCE NEW FENCE AT ODOR CONTROL FACILITY CURBED & PLANTED MEDIAN EVA PARKING 8 161514 CITY ODOR CONTROL FACILITY MODIFICATION REQUIRED CURB MEDIAN ORDER BOARD VERTICAL CLEARANCE BAR LINCOLN BOULEVARD STRIPING BYPROJECT. PROJECT TO CONSTRUCT FRONTAGE CURB & GUTTER, 8' PLANTER + 8' CLASS 1 BIKE/SIDEWALK ENHANCED/STAMPED PAVING 3' TALL SCREEN WALL @ DRIVE-THRU W/ CONCRETE CAP AND COLORS TO MATCH THE CENTER. 22212324 20 2526 26 26 26 26 26 26 26 25 FUTURE IMPROVEMENTS BY OTHERS FUTURE IMPROVEMENTS BY OTHERS 27 14 27 ATTACHMENT 3 156
N72°27'24"W
219.16'
N18°05'35"W
113.95'
N13°26'12"E 186.65'

49.38'
N16°13'01"W 131.82'
N16°13'01"W 228.07' N73°46'59"E

38.15'
N76°33'48"W
285.01'
N18°05'35"W
239.02'
N71°56'14"E

46.40'
N18°05'56"W

86.99'
N71°54'04"E

30.50'
N18°05'56"W

82.98'
N63°01'53"E
128.76'
N63°01'53"E
155.48'
N71°54'25"E

69.70'

21.10' N7°50'38"W 174.95'
N18°04'06"W

53.61' N71°54'24"E

40.24'
N18°05'36"W

75.13'

EXISTING PUBLIC

UTILITY EASEMENT

EXISTING PUBLIC

UTILITY EASEMENT
(VARYING WIDTH)

EXISTING

MONUMENT

EASEMENT

EXISTING SEWER

EASEMENT (UNRECORDED)

TO BE GRANTED

EXISTING SEWER

EASEMENT (UNRECORDED)

TO BE GRANTED

EXISTING PUBLIC

UTILITY EASEMENT
(VARYING WIDTH)
N73°46'59"E
140.27'
L1 L2
N16°13'01"W

42.40'
L3
N73°46'59"E

42.15'
L4
N0°41'39"W

91.32'
EXISTING 10' PUBLIC

UTILITY EASEMENT
N71°54'25"E 370.02'

FERRARI RANCH ROAD

EXISTING PUBLIC

UTILITY EASEMENT
(VARYING WIDTH)

UNION PACIFIC RAILROAD
APN: 021-274-014
APN: 021-274-013
APN: 021-274-011
APN: 021-274-008
APN: 328-010-030
APN: 328-010-028
APN: 328-010-025
APN: 330-170-010 APN: 330-160-039 APN: 330-160-038
APN: 330-160-035
APN: 330-160-034
APN: 330-170-013 APN: 330-170-012 APN: 330-170-011
APN: 330-160-055
APN: 021-274-012

EXISTING DRIVEWAY

EXISTING DRIVEWAY
174.95'

79.33'
175.59'
N76°34'09"W

42.98'
N13°25'51"E

38.50'
N76°34'09"W
167.90'
128.79'
L6
201.02'
161.00'
L7
N76°33'48"W
285.01'
N46°57'32"W

59.75'
N43°02'28"E 111.60'
L8
L9
N7°50'38"W 291.37'
N59°52'24"W 187.33'

82.72'
104.61'
N17°30'25"E 241.86'
L5
N87°56'26"W 170.12'

45.43' 124.69'
N14°45'51"E 101.48'
N13°26'12"E 334.72'

16.28'

85.20'

88.80'
128.79'
117.13'

NORTHFIELD COURT

LINCOLN BOULEVARD
C1
L
=17

0.13, R
=
8 3

9.0 0
Δ
=11°3
7'0
7" L
=11Δ
4=
.10, R=
860.0
7°36'07" L=456.43, R=860.0
Δ=30°24'32"
C3
C4
C2

PROPOSED
LOT 7

PROPOSED
LOT 5

PROPOSED
LOT 9

PROPOSED
LOT 8

PROPOSED
LOT 6

PROPOSED
LOT 2

PROPOSED
LOT 1

PROPOSED
LOT 4

PROPOSED
LOT 3
55,491 S.F.±
(1.27 A.C.±)
41,380 S.F.±
(0.95 A.C.±)
80,253 S.F.±
(1.84 A.C.±)
78,161 S.F.±
(1.79 A.C.±)
69,440 S.F.±
(1.59 A.C.±)
36,707 S.F.±
(0.84 A.C.±)
27,994 S.F.± (0.64 A.C.±)
51,945 S.F.±
(1.19 A.C.±)
59,865 S.F.±
(1.37 A.C.±)
PROPOSED 10' PUBLIC

UTILITY EASEMENT

PROPOSED ODOR

CONTROL FACILITY

EASEMENT

PROPOSED
WATER

EASEMENT

PROPOSED
WATER

EASEMENT

PROPOSED
WATER

EASEMENT

PROPOSED
WATER

EASEMENT

PROPOSED
SEWER

EASEMENT

PROPOSED
SEWER

EASEMENT

PROPOSED
SEWER

EASEMENT

TO PROVIDE

CONNECTIVITY TO
EXISTING PUEs
Line Table
Line
L1
L2L2L3L3L4L4L5L6L7L8L9
Bearing
N0°00'00"E
S73°46'59"WS73°46'59"W
S16°13'01"ES16°13'01"E
N17°49'30"EN17°49'30"EN12°11'23"EN13°26'12"E
S71°54'25"W
S46°57'32"E
N43°02'28"E
Distance

14.85'10.06'10.06'

20.92'20.92'

19.91'19.91'

7.18'8.49'8.00'9.00'

20.90'
Curve Table
Curve
C1
C2
C3C4
Radius

49.50'

50.00'
150.00'

70.00'
Delta

30.5329.65

10.75 39.12
Length

26.38'25.88'28.15'47.79'
FDG
N
W
S
E
0 40' 80' 120'
SCALE 1"=40'
SHEET C1.1
FRAY
DESIGN GROUP, INC.

FDG

CIVIL ENGINEERING PLANNING SURVEYING
JI
(916) 782-3000 Phone
(916) 782-3955 Fax
1540 Eureka Road Ste. 100
Roseville, CA 95661
NOTES:

FOR APN/PARCEL ID(S): 330-012-028

THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF LINCOLN, COUNTY OF PLACER, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS:

LOT 40 AS SHOWN ON THE MAP OF “SUN CITY LINCOLN HILLS - PHASE 1- LARGE LOT SUBDIVISION” FILED FORRECORD IN BOOK “V” OF MAPS, PAGE 4, PLACER COUNTY RECORDS, AND A PORTION OF LAND DESCRIBED IN INSTRUMENT NO. 97-004837, OFFICIAL RECORDS, DESCRIBED AS FOLLOWS:

BEGINNING AT THE MOST EASTERLY CORNER OF SAID LOT 40; THENCE FROM THE POINT OF BEGINNING SOUTH 43°02'28” WEST A DISTANCE OF 125.18 FEET TO A CURVE TO THE RIGHT HAVING A RADIUS OF 860.00 FEET THROUGH A CENTRAL ANGLE OF 61°30'10” WITH AN ARC LENGTH OF 923.15 FEET; SUBTENDED BY A CORD WHICH BEARS SOUTH 73°47'33” WEST FOR A DISTANCE OF 879.46 FEET TO A CURVE TO THE RIGHTHAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 92°58'28” WITH AN ARC LENGTH OF 81.14 FEET; SUBTENDED BY A CHORD WHICH BEARS NORTH 28°58'08” WEST FOR A DISTANCEOF 72.52 FEET; THENCE NORTH 17°31'06” EAST A DISTANCE OF 650.62 FEET; THENCE SOUTH 72°27'24” EAST A DISTANCE OF 224.57 FEET; THENCE NORTH 71°54'25” EAST A DISTANCE OF 370.02 FEET; THENCE SOUTH 59°52'24” EAST A DISTANCE OF 187.33 FEET; THENCE SOUTH 07°50'38” EAST A DISTANCE OF 302.97 FEET TO THE POINT OF BEGINNING.

EXCEPTING THEREFROM ALL THAT PORTION CONVEYED TO THE STATE OF CALIFORNIA BY DEED RECORDED JUNE 22, 2000, INSTRUMENT NO. 2000-0044716, OFFICIAL RECORDS.

APN: 330-012-028
LEGAL DESCRIPTION:

1. PARCEL LINES AND AREAS MAY BE ADJUSTED AT THE TIME OF THE FINAL MAP, PROVIDED THE GENERAL

LOTTING SCHEME IS PRESERVED AND NO NEW ADDITIONAL PARCELS ARE CREATED, SUBJECT TO THE APPROVAL OF THE CITY OF LINCOLN.

2. PURSUANT TO GOVERNMENT CODE SECTION 56456.1, THE SUBDIVIDER MAY FILE MULTIPLE FINAL MAPS BASED UPON THIS TENTATIVE MAP. THE FILING OF A FINAL MAP ON A PORTION OF THIS TENTATIVE MAP SHALL NOT INVALIDATE ANY PART OF THIS TENTATIVE MAP.

3. THE COMMERCIAL/RETAIL LOTS SHOWN ON THIS TENTATIVE MAP ARE CONCEPTUAL AND MAY BE MODIFIED TO FIT THE FINAL BUILDING DESIGN AT THE TIME OF THE FINAL MAP.

4. PUBLIC UTILITY AND MAINTENANCE EASEMENT LOTS SHOWN OR IMPLIED IN THIS TENTATIVE MAP ARE CONCEPTUAL AND MAY BE MODIFIED AT THE TIME OF THE FINAL MAP.

5. CROSS ACCESS, UTILITY, DRAINAGE, ETC. SHALL BE PROVIDED ACROSS ALL LOTS ON THIS TENTATIVE MAP AND WILL BE FINALIZED WITH CC&R'S, CONCURRENT WITH FINAL MAP RECORDATION.

City of Lincoln, California November
6, 2018
Ferrari Pavilion
Boundary Exhibit
Tentative Parcel Map
157
PROPOSED OUTDOOR PLAYGROUND LOT 7 PROPOSED CHILDCARE 1 9,990 S.F.± 3,060 S.F.± LOT 5 C-STORE 1 PROPOSED (70' x 43')
LOT 9 PROPOSED RETAIL 2 (122' X 162') 18,000 S.F.± (122' X 139') 16,960 S.F.± 12,650 S.F.±
LOT 8 PROPOSED GYM 1 OR RETAIL 3
LOT 6 PROPOSED CARWASH 1 3,625 S.F.±
LOT 2 PROPOSED FAST FOOD 1 2,400 S.F.±
LOT 1 PROPOSED AUTOMOTIVE 1 3,140 S.F.±
LOT 4 PROPOSED SHOPS 1 8,300 S.F.±
PATIO
LOT 3 PROPOSED FAST FOOD 2 4,430 S.F.±
PATIO F F F APN: 021-274-014 APN: 021-274-013 APN: 021-274-011 APN: 021-274-008 APN: 328-010-030 APN: 328-010-028 APN: 328-010-025 APN: 330-170-010 APN: 330-160-039 APN: 330-160-038 APN: 330-160-035 APN: 330-160-034 APN: 330-170-013 APN: 330-170-012 APN: 330-170-011 APN: 330-160-055 APN: 021-274-012 UNION PACIFIC RAILROAD FERRARI RANCH ROAD EXISTING PUBLIC UTILITY EASEMENT EXISTING SEWER EASEMENT (UNRECORDED) EXISTING SEWER EASEMENT (UNRECORDED) EXISTING PUBLIC UTILITY EASEMENT EXISTING PUBLIC UTILITY EASEMENT EXISTING MONUMENT EASEMENT NORTHFIELD COURT LINCOLN BOULEVARD EXISTING PUBLIC UTILITY EASEMENT EXISTING 10' PUBLIC UTILITY EASEMENT FDGN W S E 0 40' 80' 120' SCALE 1"=40' SHEET C2.0 FRAY DESIGN GROUP, INC. FDGCIVIL ENGINEERING PLANNING SURVEYING JI (916) 782-3000 Phone (916) 782-3955 Fax 1540 Eureka Road Ste. 100 Roseville, CA 95661 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. 2. THE PROPOSED UTILITIES AND INFRASTRUCTURE SHOWN ARE CONCEPTUAL 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. ON-SITE WATER TO BE PUBLIC UP TO METER OR BACKFLOW DEVICES. NOTES: 1 PROPOSED UTILITY PLAN IMPROVEMENT KEYNOTES: TAP EXISTING WATER LINE 10' WATER LINE EASEMENT CONNECT TO EXISTING WATER STUB OPTIONAL WATER CONNECTION CONNECT TO EXISTING SEWER STUB 10' SEWER LINE EASEMENT BUILDING DOMESTIC POC BUILDING FIRE POC 2345 5 6 6 91011 BUILDING SEWER POC BUILDING GREASE WASTE POC GREASE INTERCEPT/CLARIFIER LOADING DOCK TRENCH DRAIN EXISTING SEWER TO BE REMOVED FROM BASIN FIRE DEPARTMENT CONNECTION (TO TIE INTO SPRINKLER RISER INTERNAL TO BUILDING) 78 12 1 3 5 11 2 6 2 2 4 6 6 2 9 7 7 8 9 8 9 10 7 8 9 12 8 9 7 9 7 87 910 2 2 9 10 7 7 10 9 8 7 8 8 13 13 City of Lincoln, California November 6, 2018 Ferrari Pavilion Preliminary Sewer and Water Tentative Parcel Map 14 14 14 14 14 14 14 14 8 LEGEND EXISTING PROPOSED GATE VALVE FEATURE BUTTERFLY VALVE WATER LINE SEWER LINE FIRE HYDRANT CLEAN-OUT SANITARY SEWER MANHOLE AIR RELEASE VALVE RP RPDA DOUBLE CHECK DETECTOR ASSEMBLY (FIRE) RPDA DOMESTIC WATER METER AND RP DEVICE RP FIRE DEPARTMENT CONNECTION 14 14 158
F
F
F (159.0) (158.2)
(156.0)
(156.1)
(153.1)
(153.3)
(153.7)
(153.9)

FERRARI RANCH ROAD
(154.0)
(156.9)
(157.7)
(158.8)
(157.2)
(159.5)
(158.3)
(160.6)
(160.4)
(156.5) CONNECT TO EXISTING SD STUB CONNECT TO EXISTING SD STUB CONNECT TO EXISTING SD STUB

3.0%

2.1%

3.8%

1.7%

4.6%

1.4%

1.2%

1.2%

1.8%

1.5%

1.8%

1.2%

2.4%

1.9%

2.2%
HGL(100) = 157.1
HGL(100) = 157.2
HGL(100) = 157.1
HGL(100) = 154.9

LINCOLN BOULEVARD
UNION PACIFIC RAILROAD APN: 021-274-014 APN: 021-274-013 APN: 021-274-011 APN: 021-274-008 APN: 328-010-030 APN: 328-010-028
APN: 328-010-025 APN: 330-170-010 APN: 330-160-039 APN: 330-160-038 APN: 330-160-035 APN: 330-160-034 APN: 330-170-013 APN: 330-170-012 APN: 330-170-011 APN: 330-160-055
APN: 021-274-012 EXISTING PUBLIC UTILITY EASEMENT EXISTING PUBLIC UTILITY EASEMENT EXISTING SEWER EASEMENT (UNRECORDED) EXISTING SEWER EASEMENT (UNRECORDED) EXISTING PUBLIC UTILITY EASEMENT EXISTING 10' PUBLIC UTILITY EASEMENT EXISTING PUBLIC UTILITY EASEMENT EXISTING MONUMENT EASEMENT NORTHFIELD COURT 157.2 158.3 159.1 FF 159.1 FF 160.2 FF 160.2 FF 160.2 FF 159.1 FF 157.2 157.2 157.5 157.8 158.0 158.2 158.2158.6 159.4 159.5 159.5 159.5 159.1 159.7 159.4 159.6 160.1 159.4 159.7 159.5 158.5158.6 158.3 157.9 157.7 157.5 157.4 158.2 158.3 159.1 159.4 158.9 159.4 158.9 159.4 159.4 159.4 159.5 159.1 158.8 158.6 157.8 158.1 157.8 158.4 159.0 158.6 157.0 156.3 156.6 156.9 156.8 157.8 158.0 158.8 158.2 158.6 158.6 158.3 158.3 158.3 158.3 158.1 158.6 158.5 158.9 157.6 158.4157.4 156.1 156.3 158.5 157.7 157.0 157.1155.5 157.3 157.9 157.0 157.3 157.7 157.9 157.5 157.4 157.1 157.9 157.7 157.7 157.6 157.7 157.1 158.2 158.4158.1158.8 158.5 158.3 156.8 157.6 157.2 158.6 159.0 157.7 157.6 157.6 159.6 159.0 159.3 156.8 157.2 157.7 157.4 157.4 157.3 157.8158.4 159.0 157.3 157.5 157.3 157.8 158.8 158.5 158.0 158.1 157.8 158.2 157.1 158.7 158.6158.2 159.0 159.2159.5159.6 159.8159.4 159.2 157.7 157.7 157.5 157.4 157.4 157.4 157.4 157.3 157.4 158.5 158.7 158.3 158.2 158.3 158.1 158.5 158.8 159.2 157.3 157.7 158.5 158.1 157.6 158.0 159.3 159.2 159.7 160.2 159.4 157.1 158.0 156.5 157.2 157.6 156.6 156.2 156.3 156.9 157.6 158.5 157.4 157.0157.2 159.3 157.0 155.0 158.7 159.0 157.6 156.1 158.8 158.0 158.6 157.8 159.1 FF 157.4 158.0 157.7 157.9 158.2 158.5 158.5 157.5 158.1 155.8 156.8 155.9 157.0 158.8 159.2 157.8 156.5 157.3 159.4 156.5 155.9 156.4 157.6 157.4 157.8 155.5 158.4 158.2 158.5 158.3 158.0 158.4 158.1 157.4 157.7 158.9 155.4 156.5 157.3 159.0 157.4 158.0 155.5 157.2 156.4 157.4 158.2 157.7 157.2 158.0158.3 158.6 158.8 157.6 158.5 158.1 159.0 158.3 158.1158.0158.4 158.2 158.7 159.3 159.3 159.0 158.8 158.2 158.0 158.1 159.1 FF 155.9

4.6% 155.3157.0 159.1 FF 157.2 156.2 157.0157.3 155.0 158.3 153.6 157.8 159.1 158.5 158.5 158.5 157.8 157.7 FDG
N
W
S
E
0 40' 80' 120' SCALE 1"=40' Preliminary Grading and Drainage Tentative Parcel Map SHEET C3.0 FRAY DESIGN GROUP, INC.

FDGCIVIL ENGINEERING PLANNING SURVEYING JI (916) 782-3000 Phone (916) 782-3955 Fax 1540 Eureka Road Ste. 100 Roseville, CA 95661 LEGEND FEATURE EXISTING PROPOSED STORM DRAIN DROP INLET/CATCH BASIN STORM DRAIN MANHOLE ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE PROPOSED UTILITIES AND INFRASTRUCTURE SHOWN ARE CONCEPTUAL AND ARE SUBJECT TO REVISION UTILITIES MAY BE PHASED DEPENDING UPON THE DEVELOPMENT SEQUENCES OF THE PROJECT, SUBJECT TO THE REVIEW AT THE CITY OF LINCOLN. PROPOSED GRADES ARE CONCEPTUAL AND ARE SUBJECT TO REVISION AT FINAL DESIGN. PROPOSED STORM DRAIN DESIGN MAY VARY WITH THE FINAL DESIGN. METHOD OF PROVIDING WATER QUALITY TREATMENT AND DETENTION MAY BE MODIFIED DURING IMPROVEMENT PLAN DESIGN FOR ALTERNATE LOCATION & METHODS. REFER TO SHEET C4.0 FOR TREATMENT INFO & DMA SIZING. LOMA-F IS PROPOSED FOR EACH STRUCTURE AFTER CONSTRUCTION IS COMPLETE. CLOMR IS NOT ANTICIPATED. EXISTING CONTOURS ARE SHOWN FOR REFERENCE. CURB AND GUTTER TO BE ADDED THRU SITE DURING IMPROVEMENT PLANS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. NOTES: FLARED END SECTION SD 000.0 0.0% 000.0 FF SPOT ELEVATION FINISHED FLOOR ELEVATION SLOPE OVER LAND RELEASE OLR City of Lincoln, California November 6, 2018 Ferrari Pavilion (000.0)
OLR ESTIMATED EARTHWORK GRADING QUANTITY WERE ESTIMATED BASED ON THE FOLLOWING SECTIONS: SECTION TYPE TOTAL SECTION DEPTH PRELIM. AREA VOLUME PARKING AND BUILDING = 12" SECTION ~300,000 SF (~11,100 CY) SHRINK AT PAD PREPARATION (10%) = 1.5' SECTION ~87,115 SF* (~485 CY)SHRINK AT PARKING LOT PREPARATION (10%) = 1' SECTION ~281,845 SF* (~1,045 CY) BIO RETENTION BASIN = 2.5' MEDIA SECTION ~30,010 SF (~2,780 CY) *5' OVERBUILD BEYOND FOOTPRINT ASSUMED IN CALCULATION EARTHWORK CALCULATIONS** EXISTING GRADE TO FINISHED GRADE CUT (W/ 10% SHRINK) = ~3,975 CY FILL = ~20,915 CY SUB-TOTAL = ~24,890 CY FILL MINUS PARKING & BLDG SECTION (~16,100 CY) MINUS IMPORT BIO RETENTION SECTION (~2,780 CY) MINUS PKG & BLDG PREP SHRINK (~3,265 CY) BALANCE ** STRIPPINGS TO BE MIXED OR USED IN LANDSCAPE. THESE QUANTITIES REPRESENTED HEREIN ARE PRELIMINARY AND WILL BE ADJUSTED DURING IMPROVEMENT PLANS WITH USE OF THE FINAL GEOTECHNICAL REPORT TO WORK TOWARD THE GOAL OF EARTHWORK BALANCE, IF POSSIBLE. THESE ARE INCLUDE ASSUMED SHRINKAGE VALUES, STRIPPING AND OTHER PRELIMINARY STRUCTURAL SECTIONS NOTED BELOW. TRENCH SPOILS NOT INCLUDED. HP/GB LP HP/GB S=0.5% S=0.5% BIO-RETENTION BASIN TYPICAL INLET/CURB CUT LIP OF GUTTER INLET/CURB CUT AC PAVING CURB & GUTTER LP S=0.5% INLET/CURB CUT AC PAVING RIDGELINE 159
160
161
162
163
164
165
166
167
168
169
170
ATTACHMENT 4
171

LINCOLN

REGIONAL

AIRPORT

MOORE ROAD

NICHOLAS ROAD
LmCOLN
cRossmas

CITY OF

LINCOLN
SUJv crry s1,-vo.

VlRGIN!ATOWN ROAD
HIGHWAY 193
•
TWELVE

BRIDGES NO SCALE

APPROXIMATE BENCH

MARK LOCATION
.,.,
'°

VICINITY MAP

BENCHMARK
r wELVE BRIDGES DRIVE
NGS MONUMENT T 1435 ELEV. 146.21 (NA VD 1988)

THE VERTICAL DATUM FOR THIS SURVEY WAS ESTABLISHED USING GPS OBSERVATIONS OF NGS MONUMENT T 1435, WHICH HAS AN ELEVATION OF 146.21 FEET (NAVOBB) ACCORDING TO DATA PUBLISHED ONLINE BY THE NATIONAL GEODETIC SURVEY.

ABBREVIATIONS
AB
AC
AP
ARV
ATS
AWG
BC
80 BOC
BOW
BRW
BVC
BW
C&G
GASP
CLK
C/L
CMP
CMU
COTG
CSP
CR
01 DIA
DIP
EC
EL

ENT LEN
EP
EVC
FC
FES
FG
FH
FL
GA
GB
HP
HR

AGGREGATE BASE

ASPHALT CONCRETE

ANGLE POINT

AIR RELEASE VAL VE

ANODE TEST STATION

AMERICAN WIRE GAUGE

BEGIN CURVE

BLOW OFF VAL VE

BACK OF CURB

BOTTOM OF WALL

BOTTOM OF RETAINING WALL

BEGIN VERTICAL CURVE

BARBED WIRE

CURB & GUTTER

CORRUGATED ALUM/NIZED STEEL PIPE

CHAIN LINK

CENTERLINE

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CLEANOUT TO GRADE

CORRUGATED STEEL PIPE

CURB RETURN

DRAINAGE INLET

DIAMETER

DUCTILE IRON PIPE

ENO CURVE

ELEVATION

ENTIRE LENGTH

EDGE OF PAVEMENT

ENO VERTICAL CURVE

FACE OF CURB

FLARED END SECTION

FINISHED GRADE

FIRE HYDRANT

FLOWLINE
GAUGE

GRADE BREAK

HIGH POINT

HANDICAPPED RAMP

FOR ADDITIONAL ABBREV/A TIONS SEE SECTION
1-1.06 ENTITLED 'ABBREVIATIONS' FROM THE
CAL TRANS 2010 STANDARD SPECIF/CATIONS
ID
IJTS
IRR
LF
LME
LP
LT
MSGR
MON
OD
OG
Pl
P/L
POVC
PRC
PUE
PVC
RCP
RL
RT
R/W
S=
so
SDMH
SF
ss
ssco
SSMH
STA
STD
TB
TC
Tl
TRW
TS
TW
TYP
vc
VCP
UNO
w
ws
WWF

INSIDE DIAMETER

INSULATED JOINT TEST STATION
/RR/GA TION

LINEAR FEET

LANDSCAPE MAINTENANCE EASEMENT

LOW POINT
LEFT

METAL BEAM GUARD RAIL

MONUMENT

OUTSIDE DIAMETER

ORIGINAL GROUND

POINT OF INTERSECTION

PROPERTY LINE

POINT ON VERTICAL CURVE

POINT OF REVERSE CURVE

PUBLIC UTILITY EASEMENT

POLYVINYL CHLORIDE PIPE

REINFORCED CONCRETE PIPE

RESTRAINED LENGTH
RIGHT

RIGHT OF WAY

SLOPE EQUALS

STORM DRAIN

STORM DRAIN MANHOLE

SQUARE FEET

SANITARY SEWER

SANITARY SEWER CLEANOU T

SANITARY SEWER MANHOLE

STATION

STANDARD

TOP OF BERM

TOP OF CURB

TRAFFIC INDEX

TOP OF RETAINING WALL

TOE OF SLOPE

TOP OF WALL

TYPICAL

VERTICAL CURVE

VITRIFIED CLAY PIPE

UNLESS NOTED OTHERWISE
WATER

WATER SERVICE

WELDED WIRE FABRIC

GENERAL NOTES
CONTRACTOR RESPONSIBILITIES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED PRACTICES, CONSTRUCTION CONTRACTOR WlLL BE REQUIRED TO

ASSUME SOLE AND COMPLETE RESPONSIBIL TY 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 CONTINOUSL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, lNDEMNIFY

AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WTTH THE PERFORMANCE OF WORK ON TffiS PROJECT, EXCEPTING LIABILITY ARlSING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.

UNAUTHORIZED CHANGES & USES: DESIGN PROFESSIONAL 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 AJ'1D MUST BE APPROVED BY THE PREPARER OF THESE PLANS.

STAKING REQUESTS: FRA YJI DESIGN GROUP, INC. 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.

I
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FERRARI RANCH ROAD ' & LINCOLN BOULEY ARD

IMPROVEMENTS

LINCOLN, CALIFORNIA
I
'
1 I
I
I

LIMITS OF WORK
( ' ------- ! \ --- --- ;;
I \ --- 7 - - - - -- 11 - 1 , \ I \ I APN: 330•171-013 {'P"l 330-170-012 ; APN 330-170-01/ I I \ ; I
/ ) / I

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NOTE: !
•
•

FER RARI PAVILION
APN: 330-170-010
-
•
•
•

AUBURN RAVINE

PRESERVE
• •
•
•

LIMITS OF WORK
WDID# 5S31 C406343
;,•...::. _ ------ LIMlTS OF WORK -. .,...--
ALL W~T UTILITIES AND STORMWA TER

FEATURES ONSITE TO BE PRIVATELY
OWNEtj AND MAINTAINED.

ESTIMATED EARTHWORK*
EARTHWORK NOTE: EVERY EFFORT HAS BEEN MADE TO PROVIDE
A DESIGN TO ACHIEVE A BALANCED SITE; HOWEVER, FRAYJI

DESIGN GROUP DOES NOT WARRANT OR GUARANTEE A
BALANCED SITE. FACTORS AFFECTING A SITE BALANCE INCLUDE

SOILS FACTOR (VOLUME CHANGE), TYPE AND EXTENT OF UTILITY

TRENCHES, SUBGRADE DEPTHS, PAD GRADING AND TREE

REMOVAL THE CONTRACTOR SHOULD MAKE PROVISIONS FOR

ANY INBALANCE BY IDENTIFYING ONSITE OR OFFSITE DISPOSAL

OR EXTRACTION SITES, AND PROVIDE REASONABLE
CONTINGENCIES FOR PAYING SUCH WORK.

GRADING QUANTITY WERE ESTIMATED BASED ON THE FOLLOWING· EARTHWORK CALCULATIONS:

EXISTING GRADE TO SUBGRADE GRADECUT (W/ 10% SHRINKAGE FACTOR)= FILL=
NET EXPORT TO SITE=
- 1078CY
~ 0,0 CY
~ 1078 CY <FILL>'
* NOTE EARTHWORK QUANTITIES SHOWN ARE
APPROXIMATE. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO INDEPENDENTLY ESTIMATE

QUANTITIES FOR THEIR BID AND USE

LTMTTS OF WORK
APN: 021-2 74-013
/
/
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/ ~
'

IMPROVEMENT PLAN DRAWINGS
Cl COVERSHEET
C2 GENERAL NOTES

CJ TYPICAL SECTIONS
C4 EXISTING CONDITIONS AND DEMOLJSTJON PLAN
C5 OVERALL SITE PLAN
C6 FERRARI RANCH ROAD TMPROVEMENTS l
C7 FERRARI RANCH ROAD IMPROVEMENTS 2
cs LINCOLN BOULEVARD IMPROVEMENTS I
C9 LINCOLN BOULEVARD IMPROVEMENTS 2

CIO EROSION CONTROLDETAILS

CII EROSION CONTROL DETAILS
CJ2 STREET LIGHT AND STRlPING PLAN
Cl3 STREET LIGHT DETAIL
C14 CONDITIONS OF APPROVAL
TSI-TS3 TRAFFIC SIGNAL PLANS
NOTE:

LANDSCAPING WITHIN LINCOLN BOULEVARD ANO FERRARI RANCH ROAD BY

FUHRMAN LEAMY LANO GROUP IS PART OF THE ONSITE IMPROVEMENT PLANS FOR FERRARI PAVILION DONE BY FRAYJI DESIGN GROUP.
't-------------------------------1 THIS PLAN HAS BEEN REVIEWED ANO FOUND TO BE IN GENERAL CONFORMANCE

WITH THE INTENT ANO PURPOSE OF THE GEOTECHNICAL ENGINEERING REPORT AS PREPARED BY:

MATRISCOPE 601 BERCVT DRIVE
SACRAMENTO, CA 95811
(916) 375-6700 FAX (916) 447-6702
APPROVED BY: tfwJ
BROCK CAMPBELL~ GEOTECHN/CAL ENGINEER - NO 2995
OWNER/
DEVELOPER:

ADDRESS:

ARM PROPERTIES, LLC
293 WRIGHT BROTHERS A VE.,
LIVERMORE, CA, 94551

DESIGN TEAM
06/19/2025
DATE
/ , CIVIL ENGINEER /
/- , SURVEYOR / PLANNER

FRAYJ/ DESIGN GROUP
1316 BLUES OAKS BL VD.
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CA: 800-227-26 00

LINCOLN FIRE DEPARTMENT
C:lt>w ~ &[-i7/2vi(;
TOLA~ DWORAK -
DATE
SIGNAL

UTILITY
GAS

ELECTRIC
CABLE T. V.

TELEPHONE
FIRE
WATER
SEWER
U.S.A.

ROSEVILLE, CA 95678 (916) 782- 3000

MPB DESIGN, INC/FRA YJI DESIGN GROUP
1 YOKUT TRAIL GRAEAGLE,
CA 96103(916)316-8111

UTILITY REPRESENTATIVES

REPRESENTATIVES
Pacific Gas & Electric Aaron Finato
Pacific Gas & Electric Aaron Finato
Wave Broadband Kirk Ellinson
AT&T Jim Johnson
CITY OF LINCOLN FIRE Tolan Dworak
City of Lincoln
Department of Public Works-Engineering
Underground Service Alert
PHONE
(530) 889-3256
(530) 889-3256
(916) 652-9288
(916) 409-1370
(916) 434-2417
(916) 434-2457
(800) 227-2600
CITY OF LINCOLN ENGINEERING DEPT.

APPROVED FOR CONSTRUCT/ON BY:
orloz/45
DlfTE
RECORD DRAWINGS APPROVED BY:

Cl TY ENGINEER DATE
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AS SHOWN
PROJECT NO.
30900-10
SHEET
Cl OF 17
172

GENERAL NOTES
SHEET
SCALE
C2 OF C17
I. CITY STANDARD NOTES:

A. 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 TO BE LIMITED TO NORMAL WORKING HOURS,

AND THE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY

AND HOLD THE 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.

B. ALL MATERIALS, METHODS, AND WORKMANSHIP SHALL CONFORM TO THE CITY OF LINCOLN PUBLIC FACILITIES CONSTRUCTION STANDARDS, "FINAL VERSION" JAN 2020

STANDARDS, 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 HIS 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.

C. 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.

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

E. 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.

F. THE TYPES, LOCATIONS, SIZES, AND/OR DEPTHS OF EXISTING UNDERGROUND

UTILITIES AS SHOWN IN THESE PLAN 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 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.

G. 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.

H. 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 MITIGATIONS CAN BE MADE, ANY COSTS

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

I. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF THE 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.

J. 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.

K. THE CONTRACTOR SHALL MAKE A GOOD FAITH EFFORT TO RETAIN AND USE LOCAL

VENDORS, SUPPLIERS, SUBCONTRACTORS AND LABOR, PROVIDED SAME ARE COMPETITIVE.

L. ALL CONTRACTORS USING TEMPORARY "HAUL AWAY" TYPE CONTAINERS OR

TEMPORARY SANITARY FACILITIES SHALL BE RESPONSIBLE FOR THE BUSINESS LICENSES FOR USE OF SUBJECT FACILITIES.

M. 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).

N. 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.

O. 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.

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

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

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

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

CITY OF LINCOLN CONSTRUCTION NOTES
G. 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 (CAL-TRANS 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.

H. 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 WHEN INSPECTOR IS NOT PRESENT.

II. EARTHWORK NOTES (cont.):

VI. STREETS/PARKING NOTES:

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

B. 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.

C. EXISTING ASPHALT SURFACE SHALL BE SAWCUT TO A NEAT STRAIGHT LINE EITHER

PARALLEL TO OR PERPENDICULAR TO, WHICHEVER MAY APPLY, THE STREET

CENTERLINE AND THE EXPOSED BASE MATERIAL SHALL BE GRADED, RECOMPACTED, 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.

D. 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.

IX. STRIPING NOTES:

A. 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.

B. 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.

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

GENERAL NOTES:

A. 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).

B. 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.

C. 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.

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

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

F. 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 235 WITH PLASTIC BACKFILL TAPE.

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

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

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

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

K. ALL WATER LINES SHALL BE RESTRAINED PER THE ENGINEER'S RECOMMENDATIONS PER PLAN. SEE DETAIL ON SHEET C7. L. ALL NON-WELDED D.I.P. WATERLINE JOINTS SHALL BE BONDED WITH INSULATED COPPER CABLE. ALSO TEST STATIONS SHALL BE INSTALLED PER CORROSION ENGINEER'S RECOMMENDATIONS AND AS APPROVED PER CITY OF LINCOLN.

CONTRACTOR TO OBTAIN CORROSION ENGINEER'S REPORT FOR DETAILED RECOMMENDATIONS AND SPECIFICATIONS.

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

N. 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.

O. 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.

P. THE CITY REQUIRES ENCROACHMENT PERMITS FOR ALL CONSTRUCTION DONE IN

THE RIGHT OF WAY INCLUDING, BUT NOT 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.

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

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

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

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

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

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

W. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UNDERGROUND UTILITIES, WHETHER OR NOT THEY ARE SHOWN ON THESE PLANS.

THE CONTRACTOR SHALL CONTACT USA (800-642-2444) AT LEAST 48 HOURS BEFORE BEGINNING WORK. WHERE MARKINGS ARE NEAR PROPOSED FOUNDATIONS, THE

CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES BY POTHOLING PRIOR TO EXCAVATION.

X. ENGINEER'S NOTES:

A. 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 NO 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.

B. 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.

C. 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.

FIRE PROTECTION NOTES:

A) 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 WITH THE 2010 CALIFORNIA FIRE CODE, OR THE FIRE CODE IN EFFECT AT THE TIME OF BUILDING PERMIT APPLICATION.

B) 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.

C) FIRE HYDRANTS OR OTHER ACCEPTABLE ALTERNATIVES APPROVED BY THE CITY,

PROVIDING SERVICE FOR CONSTRUCTION SITES SHALL BE OPERATIONAL PRIOR TO COMBUSTIBLE VERTICAL BUILDING CONSTRUCTION BEGINNING.

CITY OF LINCOLN FIRE DEPT. STANDARD NOTES:

1. THE REQUIRED FIRE FLOW FOR PROTECTION OF THE PROPOSED PROJECT IS 1,500 GALLONS PER MINUTE (GPM), AT 20 POUNDS PER SQUARE INCH (PSI), FOR A DURATION OF 2 HOURS. THIS FLOW IS BASED ON THE PREMISES THAT THE

STRUCTURE IS TO BE OF TYPE T-V NON-RATED CONSTRUCTION WITH INSTALLATION OF A FULL COVERAGE AUTOMATIC FIRE SPRINKLER SYSTEM. A CHANGE IN ANY OF THESE CONDITIONS MAY INCREASE OR DECREASE THE REQUIRED FIRE FLOW.

2. THE REQUIRED FIRE HYDRANTS CAPABLE OF PROVIDING THE REQUIRED FIRE FLOW

SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO CONSTRUCTION OR STORAGE OF CONSTRUCTION MATERIALS.

3. THE REQUIRED FIRE ACCESS LANES SHALL BE INSTALLED, IDENTIFIED AND APPROVED PRIOR TO CONSTRUCTION OR STORAGE OF CONSTRUCTION MATERIAL.

THE FIRE ACCESS LANES SHALL BE DESIGNED TO MEET THE REQUIREMENTS FOR AN ASSUMED TRAFFIC INDEX OF 5.5 OR GREATER BASED UPON CITY DESIGN STANDARDS.

4. THE FOLLOWING METHODS OF FIRE LANE IDENTIFICATION ARE TAKEN FROM SECTION 22500.1 OF THE CALIFORNIA VEHICLE CODE AND MUST BE PRESENT FOR ALL AREAS DESIGNATED AS A FIRE ACCESS LANE. * POSTING OF A SIGN EVERY 25' ALONG AND IMMEDIATELY ADJACENT TO, AND

VISIBLE FROM, THE DESIGNATED FIRE LANE CLEARLY STATING IN LETTERS NOT

LESS THAN ONE INCH IN HEIGHT THAT THE PLACE IS A FIRE LANE AND NO PARKING IS PERMITTED. * BY A RED CURB OR RED PAINT ON THE EDGE OF THE ROADWAY UPON WHICH IS CLEARLY MARKED EVERY 25' WITH THE WORDS "FIRE LANE-NO PARKING".

FDG CONSTRUCTION STAKING NOTES:

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

BETWEEN THE PLANS AND THE PHYSICAL CONDITIONS IN THE FIELD, OR ANY

ERRORS OR OMISSIONS IN THE PLANS, IN THE LAYOUT OF THE SURVEY STAKES, AND/OR IN INSTRUCTIONS GIVEN, HE SHALL IMMEDIATELY INFORM FDG.

2. ANY TIME THE CONTRACTOR DOUBTS THE REASONABLENESS OR CORRECTNESS OF

AN ELEMENT IN THE PLANS OR FIELD CONTROL STAKING, THE CONTRACTOR SHALL CONTACT FDG FOR CLARIFICATION OR CONFIRMATION. FDG 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 AT THE CONTRACTORS OWN RISK.

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

DUE TO ALLEGED STAKING ERROR, THE CONTRACTOR SHALL NOTIFY FDG FOR RESTAKING AND VERIFICATION OF PREVIOUS STAKING. SHOULD ANY CORRECTIVE

WORK BE DONE PRIOR TO NOTIFICATION, OR IF THE ORIGINAL STAKING IS DONE BY OTHERS, FDG ASSUMES NO LIABILITY FOR THE COSTS INCURRED FOR THIS WORK.

WHERE IT HAS BEEN DETERMINED THAT ANY CORRECTIVE ACTION WILL REQUIRE

FINANCIAL PARTICIPATION BY FDG, THAT AMOUNT SHALL BE AGREED TO BY FDG IN WRITING PRIOR TO TAKING CORRECTIVE ACTION. FAILURE TO OBTAIN WRITTEN

ACCEPTANCE BY FDG WILL NEGATE ALL REQUIREMENTS OF OUR FINANCIAL ASSISTANCE.

4. FDG HAS EXERCISED A REASONABLE AND ACCEPTABLE STANDARD OF CARE IN THE

PREPARATION OF THESE PLANS, HOWEVER, THE DESIGN PROCESS INCLUDES ACTIVITIES OCCURRING AFTER PLAN SIGNATURE. THESE ACTIVITIES INCLUDE CALCULATION, PLAN CHECK AND VERIFICATIONS DURING CONSTRUCTION. SHOULD

PERSONS OTHER THAN FDG PERFORM THE CONSTRUCTION STAKING OPERATIONS,

THEY SHALL INDEMNIFY FDG FROM ANY DAMAGES RESULTING FROM FAILURE TO

PERFORM THESE TASKS OR ANY EXPENSE OR DAMAGE RESULTING FROM OMISSION

OR ERROR CONTAINED IN THE PLANS WHICH WOULD REASONABLY HAVE BEEN DISCOVERED AND CORRECTED BY FDG, DURING THE COURSE OF STAKING.

5. THE SURVEYOR FOR THIS PROJECT WILL PROVIDE ONE (1) SET OF CONSTRUCTION STAKES FOR LINE AND GRADE UNLESS OTHERWISE REQUESTED BY OWNER. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH

MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

6. IN THE EVENT OF A DISAGREEMENT OR DESTROYED STAKE OR MONUMENT, IT SHALL

BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SURVEYOR PRIOR TO ANY FURTHER CONSTRUCTION.

7. THE CONTRACTOR SHALL GIVE THE SURVEYOR 48-HOURS WRITTEN NOTICE PRIOR

TO EACH PHASE OF CONSTRUCTION STAKING OR IN THE EVENT OF NEEDED RESTAKING.

A. THE GEOTECHNICAL ENGINEER SHALL PROVIDE OBSERVATION AND TESTING FOR

COMPACTION AND MATERIALS IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT: MEL FILE NO. 2890 BY MATRISCOPE, INC., DATED 09/21/2018,

AND ANY AMENDMENTS THEREAFTER, AND THE RECOMMENDATIONS OF THE COMMUNITY DEVELOPMENT DEPARTMENT. A GEOTECHNICAL ENGINEER SHALL

CERTIFY THAT THE VARIOUS ITEMS OF COMPACTION AND MATERIAL HAVE BEEN ACCOMPLISHED.

B. ALL COMPACTING 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.

C. 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
D. 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 UNTIL COMPLETION OF CONTRACT.

E. 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.

F. 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.

II. EARTHWORK NOTES:

VII. CONSTRUCTION STAKING NOTES:

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

B. 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.

VIII. EROSION CONTROL & WINTERIZATION NOTES:

A. 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.

B. 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.

C. 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.

D. ALL EROSION AND SEDIMENT CONTROL FEATURES SHALL BE MONITORED BY THE

CONTRACTOR DURING ALL STORMS TO INSURE CONTROL FEATURES ARE WORKING PROPERLY. ALTERNATE MEASURES MUST BE INSTALLED IF ORIGINAL MEASURES FAIL.

E. 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.

IV. WATER FACILITIES NOTES (cont.):

J. 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.

K. ALL SINGLE WATER SERVICES LESS THAN 45' LONG SHALL BE 1" TYPE K COPPER WITH POLYETHYLENE COATING, COMPRESSION, OR AS NOTED. ALL DUAL WATER SERVICES AND SINGLE SERVICES 45' AND LONGER SHALL BE 1-1/2" TYPE K COPPER WITH POLYETHYLENE COATING, COMPRESSION, OR AS NOTED.

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

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

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

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

P. CONSTRUCTION WATER USAGE IS NOT AVAILABLE FROM MAY 1ST TO DECEMBER 1ST

WITHOUT PRIOR WRITTEN APPROVAL FROM THE CITY OF LINCOLN PUBLIC SERVICES DEPARTMENT.

Q. THE CITY PUBLIC SERVICES 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 SERVICES DEPARTMENT TO SCHEDULE WATER QUALITY TESTS.

R. WATER SERVICE SADDLES TO BE CC THREAD: JONES J996, MUELLER 13000 SERIES, A.Y. MCDONALD 3805 C900, OR APPROVED EQUAL.

S. 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.

V. STORM DRAIN NOTES:

A. 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: · CONCRETE PIPE: ASTM-C75 CLASS IV (UNLESS OTHERWISE SHOWN ON PLANS) FOR ≥ 12". · POLYVINYL CHLORIDE PIPE: C900 SDR 35 FOR SIZES < 12" · HDPE: TYPE S PER CITY OF LINCOLN PUBLIC FACILITIES IMPROVEMENT STANDARDS AND CALTRANS STANDARD SPECIFICATIONS.

B. THE CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE FACILITIES WITHIN THE

CONSTRUCTION AREA UNTIL NEW DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING.

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

D. 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. A PUBLIC

NOTICE SHALL BE PLACED ADJACENT TO ALL DRAIN INLETS IN ACCORDANCE WITH THE CITY STD. SD-30. THE USE OF "DAS" MARKER SDC-SM IS AN ACCEPTABLE ALTERNATIVE.

E. A PUBLIC NOTICE SHALL BE PLACED ADJACENT TO ALL DRAIN INLETS IN ACCORDANCE WITH THE CITY STD. SD-30
IV. WATER FACILITIES NOTES:

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

PORTION OF THE WATER SUPPLY SYSTEM FROM THE BACKFLOW
PREVENTER/METER SETTER TO THE BUILDING.

B. 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: · POLYVINYL CHLORIDE PIPE (PUBLIC): AWWA-C900 DR 14 FOR PIPE SIZES 4" TO 12". AWWA-C905 DR 18 FOR PIPE SIZES > 12". · DUCTILE IRON PIPE (PUBLIC): ALL DUCTILE IRON PIPE SHALL BE CLASS 52 AWWA-C151 W/ PRESSURE RATING OF 250 PSI FOR PIPE SIZES 16" TO 36" AND MORTAR LINED. · CONTRACTOR HAS OPTION AT CONTRACTOR'S EXPENSE TO USE D.I.P. FOR PIPE SIZES 6" TO 12" (350 PSI). ALL D.I.P. SHALL BE POLYWRAPPED PER

CORROSION CONSULTANT'S RECOMMENDATIONS AND AS APPROVED BY THE CITY. · POLYVINYL CHLORIDE PIPE (PRIVATE): ASTM D-1784-SCHEDULE 40 (2" AND SMALLER). ASTM D-1784-SCHEDULE 80 (2-1/2" AND 3").

C. ONLY CITY STAFF IS AUTHORIZED TO OPERATE CITY VALVES. NOTIFY PUBLIC SERVICES DEPARTMENT 48 HOURS PRIOR TO NEEDING VALVES OPENED OR CLOSED.

THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING AFFECTED CUSTOMERS TWO DAYS BEFORE SHUT OFF.

D. FIRE HYDRANTS SHALL BE CLOW #2060 OR EQUAL APPROVED BY THE CITY ENGINEER.

ALL HYDRANTS SHALL BE INSTALLED PER CITY STANDARD W-11 UNLESS OTHERWISE NOTED ON THESE PLANS.

E. 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.

F. 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 STANDARD SS-10.

G. ALL VALVES SHALL BE FLANGED TO TEE'S AND/OR CROSSES. ALL MAINLINE VALVES 16-INCH AND LARGER SHALL BE BUTTERFLY VALVES. WHERE VALVE NUT IS GREATER THAN 30-INCH BELOW FINISHED GRADE, A VALVE OPERATING EXTENSION SHALL BE REQUIRED PER CITY STANDARD W-9.

H. 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.

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

A. 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: · VITRIFIED CLAY PIPE: ASTM-C700 (EXTRA STRENGTH) FOR ≤ 12" DIA. AND HIGH STRENGTH FOR ≥ 15" DIA PER SS-1 OR AS NOTED ON PLAN. · DUCTILE IRON PIPE: ASTM-A746 CLASS 52 OR AWWA-C104 CLASS 150 WITH PROTECTO 401 LINING OR EQUAL. · POLYVINYL CHLORIDE PIPE: AWWA C900 SDR-26 FOR ≤ 10" DIA. · POLYVINYL CHLORIDE PIPE: (FORCE MAIN) AWWA-C900 DR14, CLASS 305.

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

C. 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 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 OR BRICK PLUGS SHALL BE USED; INFLATABLE DEVICES ARE NOT SATISFACTORY.

D. ALL SANITARY SEWER INITIAL BACKFILL SHALL BE AS SHOWN ON CITY STD.

DRAWING SS-1.

E. 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 5 PSI) 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.

F. 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.

G. ALL SEWER MANHOLES IN EXCESS OF 15-FT DEPTH SHALL BE A MINIMUM OF 60 INCHES IN DIAMETER.

H. 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. THE

CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR THE TELEVISING OF ALL

SEWER MAINS TWICE, WHEN COMPACTION AND SUBGRADE HAVE BEEN MET AND AGAIN AT ONE YEAR WARRANTY.

I. ALL SEWER SERVICE LATERALS SHALL JOIN THE MAIN BY MEANS OF A WYE RATHER THAN A TEE. (UNLESS OTHERWISE NOTED)
III. SANITARY SEWER NOTES:
173

FERRARI RANCH ROAD SECTION

LINCOLN BOULEVARD SECTION
STA. 45+59.2 - 49+55
SCALE: NTS

LINCOLN BOULEVARD SECTION
STA. 40+00 - 45+59.2
SCALE: NTS
SCALE: NTS TYPICAL SECTIONS
SHEET
SCALE
C3 OF C17

CONFORM DETAIL

BIORETENTION BASIN SECTION DETAIL
174

FERRARI RANCH ROAD

UNION PACIFIC RAILROAD

LINCOLN BOULEVARD
150
155
160
160
161
159
158
157
157
156
156
157
158
159
160
155
155
153
155 154
155
155
155
155
155
156
157
158
159
158
158
158
157
156
155
153
154
153
153
154
155
155
154
153
159
160
160
160
160
155
150
158
157
156
(E) EP
(E) EP
(E) EP
APN: 021-274-013
APN: 021-274-011
APN: 328-010-030
APN: 328-010-028
APN: 328-010-025
APN: 330-160-035
APN: 330-160-034 APN: 330-160-055
APN: 021-274-012
158
APN: 338-010-001

AUBURN RAVINE

PRESERVE

NORTHFIELD CT
APN: 330-012-028
AREA = 11.5± AC

VARIABLE WIDTH

EXISTING SEWER

EASEMENT (UNRECORDED)
APN:
021-274-008

VARIABLE WIDTH

EXISTING SEWER

EASEMENT (UNRECORDED)
12"SD
12" W
16" W
12" W
12" W
12" W
JT
12" W
12" W
16" W
30"SS
8"SS
30"SS
30"SS
30"SS
48"SS
48"SS
48"SS
48"SS
8"SS
15"SD
24"SD
24"SD
24"SD
24"SD
18"SD
24"SD
18"SD
12"SD
24"SD
18"SD
12" W
12" W
12" W
12" W
12" W
12" W
30"SS
8"SS
30"SS
30"SS
30"SS
48"SS
48"SS
48"SS
48"SS
8"SS
15"SD
24"SD
24"SD
24"SD
24"SD
18"SD
24"SD
18"SD
24"SD
18"SD
18"SD
12" W
12" W
16" W
16" W

BEGIN SAWCUT AND

CURB & GUTTER REMOVAL
N:2082965.79
E:6762771.30

END SAWCUT AND

CURB & GUTTER REMOVAL
N:2082997.42
E:6762878.12

END SAWCUT AND

MEDIAN CURB REMOVAL
N:2083228.64
E:6763284.42

END SAWCUT
N:2083261.34
E:6763253.82

BEGIN SAWCUT AND

MEDIAN CURB REMOVAL
N:2083178.88
E:6763174.23

BEGIN SAWCUT AND

CURB & GUTTER REMOVAL
N:2083165.94
E:6763197.22

END SAWCUT AND

MEDIAN CURB REMOVAL
N:2083229.05
E:6763258.47

BEGIN SAWCUT
N:2082979.11
E:6762753.26

END SAWCUT
N:2083007.68
E:6762874.37

BEGIN SAWCUT
N:2083186.64
E:6763166.24

END SAWCUT
N:2083299.61
E:6763274.99

WATER BLAST BEGIN
N:2083705.83
E:6762477.89

WATER BLAST END
N:2083432.45
E:6762401.33

WATER BLAST END
N:2083706.46
E:6762498.94

WATER BLAST END
N:2083036.88
E:6762303.53

WATER BLAST BEGIN
N:2083920.04
E:6762560.45

WATER BLAST BEGIN
N:2083514.92
E:6762455.54

WATER BLAST BEGIN
N:2083238.49
E:6762364.31

WATER BLAST BEGIN
N:2083921.53
E:6762553.96

BEGIN WATER BLAST
N:2082954.97
E:6762741.36

END WATER BLAST
N:2083003.13
E:6762908.64

BEGIN WATER BLAST
N:2083117.89
E:6763109.38

END WATER BLAST
N:2083330.14
E:6763325.48
BEGIN

CURB & GUTTER REMOVAL
N:2083224.26
E:6762390.93

START SAWCUT AND

CURB & GUTTER REMOVAL
N:2083132.45
E:6763226.78

END SAWCUT AND

CURB & GUTTER REMOVAL
N:2083146.20
E:6763241.31

START SAWCUT
N:2083121.54
E:6763239.87

END SAWCUT
N:2083132.45
E:6763251.46

BEGIN SAWCUT AND

MEDIAN CURB REMOVAL
N:2083013.35
E:6763021.53 END

CURB & GUTTER REMOVAL
N:2082990.51
E:6762360.26

SAWCUT OF

SIDEWALK & START OF RAMP REMOVAL
N:2082998.28
E:6762362.39

END OF RAMP REMOVAL
N:2083040.50
E:6762344.39

WATER BLAST END
N:2083161.14
E:6762352.57
PUE
PUE
PUE
PUE

3.07'

12.05'

73.66'

19.87'

8.41'

13.62'

21.20'

72.27'

3.17'
13 13
3 2
4 3
2 1
6 6
1 6
1 1
7 4
2 1
1 1
5 10
5 5
8 8
25 1
5 15
16 9
9 9
8 8
8 5
7 12
3 14
1 14
14 14
14 2
3 14
14 3
2 18
3 3
2 20
19 11
21 22
17 23
1 1
24 8
8 8
26 14
14 23
23 8
8 27 EXISTING CONDITIONS
1" = 50'
C4 OF 17AND DEMOLITION PLAN
DEMOLITION CONSTRUCTION NOTES:
1 GENERAL DEMOLITION NOTES:

PROTECTION OF EXISTING FEATURES:
1 NOTE:

SHEET
SCALE
2 3
4 5
6 7
8 2
9 3
4 4
5 10
11 6
12 13
LEGEND:
14 15
16 OAK TREE REMOVAL
INVENTORY:
(TYP)
7 17
DEMOLITION CONSTRUCTION NOTES:
18 19
20 21
22 23
24 25
26 27
NOTE:
4 (TYP)
175
18"SD
APN: 021-274-013
APN: 021-274-011
APN: 021-274-008
APN: 328-010-030
APN: 328-010-028
APN: 330-160-035
APN: 330-160-034
APN: 330-160-055
APN: 021-274-012
APN: 338-010-001
APN: 338-020-041
APN: 338-020-016
APN: 338-020-015
APN: 338-020-014
APN: 338-020-013
APN: 338-020-012
APN: 338-020-011
APN: 338-020-010
APN: 338-020-009

FERRARI RANCH ROAD

UNION PACIFIC RAILROAD

LINCOLN BOULEVARD

VARIABLE WIDTH

EXISTING PUBLIC

UTILITY EASEMENT

VARIABLE WIDTH

EXISTING SEWER

EASEMENT

VARIABLE WIDTH

EXISTING PUBLIC

UTILITY EASEMENT

VARIABLE WIDTH

EXISTING PUBLIC

UTILITY EASEMENT

EXISTING PUBLIC

UTILITY EASEMENT
(WIDTH VARIES)
111.46'

EXISTING PUBLIC

UTILITIES EASEMENT
(WIDTH VARIES)

12.20'±

11.08'±

12.43'±

11.88'±

12.53'

11.99'

12.42'

13.49'

11.56'±
114.60' SITE PLAN
C5 OF C17
SHEET
SCALE
PROPOSED SITE IMPROVEMENTS:

LEGEND:
- NEW ASHPHALT
- SIDEWALK/CONCRETE
-GRIND & OVERLAY CONFORM & MATCH
TO SURFACE.
-STAMPED CONCRETE
1 PLAZA DESIGN AND CONSTRUCTION PER ON-SITE PLANS.

SIGNALIZED INTERSECTION, REFER TO TRAFFIC SIGNAL
PLANS ON SHEETS TS-1 - TS-3.

LANDSCAPE DESIGN AND CONSTRUCTION PER ON-SITE
PLANS.

SLIMLINE FLAT BUS SHELTER 5'X18' WITH 4"X4" COLUMNS.
2 1'=50'
3 2 TYP.
3 3
1 3
B
B
B
NOTE: REFER TO 30900-20 FOR ON SITE IMPROVEMENT PLANS.
- NEW ASHPHALT
- SIDEWALK/CONCRETE
-GRIND & OVERLAY CONFORM & MATCH
TO SURFACE.
-STAMPED CONCRETE
-COBBLES

SLURRY SEAL
3 4
4 HEAVY-DUTY ASPHALT PAVEMENT SECTION (TI 6.0)
B
6" OF PCC
6" CLASS 2 AGGREGATE BASE

COMPACTED SUBGRADE TO
95% COMPACTION
95% COMPACTION

LIMITS OF WORK

LIMITS OF WORK

LIMITS OF WORK

LIMITS OF WORK

LIMITS OF WORK
IOD
IOD
IOD
PUE
ESM
176
APN: 330-170-011
15"SD
24"SD
8"SS
24"SD
12" W
12" W
12" W
158
158
RPDA

FERRARI RANCH ROAD

FERRARI RANCH ROAD

1.9%
BEGIN
BEGIN
13+00
14+00
15+00
16+00
17+00
18+00
154

6.6%
7%

1.5%
MAX

0.4%
18+01 20' R
BEGIN DETAIL 9
12" W
12" W
12" W
8"SS
15"SD
24"SD
18"SD
24"SD

MATCH EXISTING

SIDEWALK

MATCH EXISTING

SIDEWALK
P:157.69 ±
SC:157.63
SC:157.85
P:158.03
MATCH EX FL. 155.35±
SC: 155.56
SC: 156.21
FL: 155.88±
SC: 155.808
156.65
SW: 155.88 MATCH EX. SW: 155.94±
MATCH EX. BW: 156.09±
SC: 156.11
155.7 156.03
157.08
FL: 156.92
BW: 157.57
BW: 156.60
155.85
156.18
FL:156.42
BW:156.99
12'
SIGNAL

INTERCONNECT
7 3
1 2
1 2
3 3
7 4
2 5
6 20
8 5
7 7
MATCH EX. FL:155.88±
MATCH EX. BW:156.60±
TC:157.42BW:157.57
TC:157.14
BW/TC:157.37
GB/TC/FL:156.42
TC:157.01
TC/FL:156.35
TC:156.94
TC:156.63
BW/TC:156.72
TC/GB:156.60
MATCH EX . FL:155.35±
TC:156.99
BW:156.99
TC:156.22
BW/TC:156.69
TC:156.59
TC:156.52
BW/TC:156.31
FL/TC:155.93
FL/TC/GB:156.00
SHEET
SCALE

FERRARI RANCH ROAD
PROPOSED SITE IMPROVEMENTS:

CONSTRUCT COMMERCIAL FRONTAGE ENTRANCE WITH 5' WIDE
GUTTER PER CITY OF LINCOLN STD DETAIL H-4.

CONSTRUCT ADA RAMP PER CALTRANS STD. DETAIL A88A, CASE C PROTECT ALL EXISTING UTILITIES IN PLACE.

ONSITE IMPROVEMENTS ARE NOT PART OF THIS PLANS(BY

OTHERS)

LANDSCAPING IS PART OF ONSITE PLANS (BY OTHERS)
1' WHITE STRIPING PER CALTRANS STD. A24F.

PROTECT EXISTING UTILITY & ADJUST TO FINISH GRADE AS
NEEDED.
1 2
NOTE: REFER TO SHEET C4 OF 17 FOR ADDITIONAL DEMOLITION NOTES.

MATCH LINE - SEE SHEET C7
1"=20' FERRARI RANCH ROAD IMPROVEMENTS
3 C6 OF 17
CURB RETURN/RAMP SLOPE DETAIL 1

SEE CURB RETURN/
RAMP DETAIL 1 HEREON
4 5
6 7

LIMIT OF WORK
SIGNAL

INTERCONNECT
PUE
IOD
8 SIGNAL INTERCONNECT TRENCH AND REPAIR PER CITY STD
H-26

LIMIT OF
WORK
NOTE:
177
X
X
T
APN: 330-160-035
APN: 330-160-055
30"SS
30"SS
12"SD
12" W
12" W
159
159
159
159
159
158
158
158
158
158
159
159
160
160
160
160
155
150
159
158
158
159
159
APN: 338-010-001
RPDA
18" SD
FERRARI RANCH ROAD 2.4%±
21+20 21' R
BEGIN DETAIL 40A

2.0%±

2.4%

2.0%

2.0%

2.0%

1.9%
24+01 21' R
END DETAIL 40A
23+85 15' R

BEGIN REMOVAL

OF (E) EDGE LINE
20+39 8' R
END DETAIL 38
19+00 8' R
BEGIN DETAIL 38 1.9%± 2.7% ± 2.0%±
21+44
12" STOP BAR
20+39
12" STOP BAR
BEGIN
BEGIN
BEGIN
END 22+01

TYPE VI ARROW
23+50

TYPE VI ARROW
20+08

TYPEIII (R) ARROW
19+16

TYPE III (R) ARROW
21+44
BEGIN DETAIL 39A
22+44
END DETAIL 39A
W4-2L
W9-2L
19+35
BEGIN DETAIL 39A
20+38
END DETAIL 39A

PROPOSED
20+49
12" STOP BAR
18+00
19+00
20+00
21+00 22+00 23+00 24+00

0.48% 2%4%
END

MATCH EXISTING
SIDEWALK 1.5%
18+01 20' R
BEGIN DETAIL 9
20+38 20' R
END DETAIL 9
12" W
12" W
12" W
30"SS
30"SS
30"SS
8"SS
18"SD
12"SD
12" W
14'
12'
12'
12'
12'
(E) SIDEWALK
(E) R/W
LOT 6
(E) BRIDGE TO REMAIN
(E) BIKE LANE

MATCH EXISTING

SIDEWALK
12" STOP BAR
DETAIL 38
(CONFORM MATCH LINE)
(CONFORM MATCH LINE)
SC:159.01 ±
P:157.69 ±
SC:157.63
P:158.27
P:158.93
P:159.02 ±
SC:158.65 ±
SC:158.88 ±
SC:159.10 ±
SC:158.93 ±
SC:158.53 SC:158.68 ±
SC:158.42
SC:158.12
SC:157.85
P:159.14 ±
P:159.06 ±
C:158.85
P:158.69
P:158.38
P:158.03
SC:158.01 P:158.87 P:159.12 P:159.25
FL:158.11 FL:158.29
SC: 158.22
MATCH EX. FL : 157.93±
MATCH EX. BW: 158.59±
158.67 FL: 158.51
BW: 159.1
159.12
FL: 158.95 BW:159.54
SC:158.76±
FL: 158.48±
BW:159.07
MATCH EX. FL: 158.72±
MATCH EX. BW: 159.14±
SC: 158.49±
SC: 158.59 ±
158.27
158.49
SC: 158.37±
158.64
158.42
12'
13'
9'
PUE
SIGNAL

INTERCONNECT
PUE
2 2
7 3
3 2
3 2
1 1
1 4
16 6
9 9
10 21
7 2
7 11
12 11
13 13
3 13
5 14
5 15
17 18
19 20
8 APN: 338-020-041
APN: 338-020-016
APN: 338-020-015
APN: 338-020-014
APN: 338-020-013
APN: 338-020-012 APN: 338-020-011
APN: 338-020-010
APN: 338-020-009
28+73 7' R
END DETAIL 23
28+73 7' R

BEGIN REMOVAL

OF (E) EDGE LINE
25+14

TYPE VI ARROW
24+11 8' R
BEGIN DETAIL 23
24+00
25+00
26+00
27+00
28+00
TC:158.98
FL/TC:158.74
TC:159.45
TC:159.33
TC:159.38
BW/TC:159.46
BW/TC:159.25
BW:159.54
BW:159.07
FL/TC:158.79
TC:159.37
TC:159.16
MATCH EX: FL157.93±
TC:158.57
FL/TC:158.19
FL/TC:158.25
TC:158.85
MATCH EX BW:158.59±
BW/TC:158.66
TC:158.77
TC:158.84
BW/TC:158.94
BW:159.10
TC:159.01
1" = 20'
C7 OF 17
SHEET
SCALE

FERRARI RANCH ROAD

FERRARI RANCH ROAD MATCH LINE - SEE THIS SHEET BELOW

MATCH LINE - SEE THIS SHEET ABOVE
CONSTRUCTION NOTES:

CONSTRUCT ASPHALT PAVEMENT. SEE TYPICAL SECTION SHEET
C3.

CONSTRUCT MODIFIED MEDIAN CURB PER DETAIL HEREON.

SAWCUT EXISTING PAVING.

REMOVE EXISTING LANSCAPING AND INSTALL STAMPED
CONCRETE TO MATCH EXISING MEDIAN ON THE BRIDGE, 6"
CONCRETE OVER 6" AB.

ADA CURB RAMP PER CALTRANS STD. PLAN RSP A88A, CASE C.
1 2
3 4
5 6
7 8
NOTE: REFER TO SHEET C4 OF 17 FOR ADDITIONAL DEMOLITION NOTES.
9 CONSTRUCT COMMERCIAL FRONTAGE ENTRANCE WITH 5' WIDE
GUTTER PER CITY OF LINCOLN STD DETAIL H-4 .

INSTALL GROUTED COBBLES TO MATCH EXISTING.

REMOVE EXISTING DI AND 45LF± OF 12" SD.

DEMOLISH (E) IRRIGATION, CUT AND CAP. MODIFY AS NEEDED TO ENSURE REMAINING IRRIGATION FUNCTIONS.

CONSTRUCT ADA RAMP PER CALTRANS STD. PLAN RSP A88A,
CASE F.

REMOVE EXISTING EDGELINE STRIPE AND REPLACE WITH BIKE
LANE INTERSECTION LINE, AS SHOWN.
10 11
12 MOUNT SIGNAGE ON EXISTING LIGHT POLE. INSTALL SIGNAGE AT STANDARD HEIGHT, W4-2 ABOVE AND W9-2L BELOW.

SIGNALIZED INTERSECTION, REFER TO TRAFFIC SIGNAL
PLANS BY MPB DESIGN, INC ON SHEETS TS-1, TS-2 AND
TS-3.
1' WHITE STRIPING PER CALTRANS STD A24F.

LANDSCAPING AND ONSITE IMPROVEMENT PART OF THE

ONSITE PLANS (BY OTHERS)
13 MATCH LINE - SEE SHEET C6 OF 17 FERRARI RANCH ROAD IMPROVEMENTS DETAIL 23
DETAIL 40A
CURB RETURN/RAMP SLOPE DETAIL 1

SEE CURB RETURN/
RAMP DETAIL 1 HEREON

MODIFIED MEDIAN CURB DETAIL (MATCH EXISTING)

NATIVE SOIL COMPACTION
TO AT LEAST 85% RELATIVE

COMPACTION OR DRAIN
AGG. BASE
(95%) COMPACTION)
5 1/2" MIN AC
8"
6"
2"
6"
1"
14 15
16 CONSTRUCT ASPHALT PAVEMENT SEE SHEET C5 FOR DETAIL.
17 SLURRY SEAL TO THE EXISTING STRIPING
18 CONTRACTOR TO REPLACE ANY DAMAGED ITEM THAT AFFECTS
THE IRRIGATION SYSTEM.
19 RELOCATED ARV WITH 90° FITTING AT POINT OF

CONNECTION
20 SIGNAL INTERCONNECT TRENCH AND REPAIR PER CITY STD
H-26
21 CAP SD PIPE AT SAWCUT WITH CITY APPROVED CAP.

NOTE:

LIMIT OF WORK

LIMIT OF WORK
178
W
18"SD
18"SD
16" W
16" W
154
153
155
156
155
154
153
152
153
154
155
154

0.4%
R1-1
R4-1
EP
154.36

1.18%
42+68.0 58.0' L
(E) FOG LINE
(E) EP
(E) FOG LINE
(E) EP
(E) EP
(E) DRIVEWAY
(E) EP
(E) EP
(E) FOG LINE
(E) EP

MATCH EXISTING

MATCH EXISTING

SAWCUT (MATCH EXISITNG

DRIVEWAY)
(E) EP
(E) EP
(E) EP
45+06.40±
40+73.21±
44+20.82±
44+69.18±

EXISTING CURB
STARTS
40+00 41+00 42+00 43+00 44+00 45+00 46+00 S17°30'28"W
2000.00'

24.5'

23.8'

23.1'

11.7'

3.5%
2%
P:153.15
FL:153.13 FL:153.30 GB/FL:153.38
FL:153.60
C:153.63
BW:153.75
C:153.88
BW:154.10
C:154.03
BW:154.15
TC:154.37
FL:153.75
FL:154.2
GB/FL:154.05
FL:153.80
GB/FL:153.91
BW/LP:154.53
(E) FL:151.07
(E) FL:151.29
(E) FL:150.19
P:153.05
P:152.72
P:154.02
TC:154.68
TC/BW:154.19
TC:152.47
FL:152.97
FL:152.78
BW/GB:154.8
EX:154.54±
EX:153.83±
FL:152.89
EX:153.78±
EX:153.95±
EX:153.82±
EX:154.11±
EX:153.93±
EX:153.80±
1 3
6 9
4 4
5 6
7 2
8 1
9 10
1 11
11 2.2%

2.6%

2.6% 2.7%0.6% 3.8%

0.34% 2.6%

0.4%

0.30%
3% 1.5%

0.5%

47.8'

18.8'

12.0'

20.9'

4.9'
10" W
11 2' CURB OPENING
2' CURB OPENING 2' CURB OPENING
12 13
14 TC:154.67
TC:154.6 TC/BW:154.57
LP/BW:154.53
TC/GB/FL:154.05
TC/GB/FL:154.03
TC:154.49 TC:154.41
GB/FL:154.29 TC:154.91 TC:154.37
TC:154.31
FL:153.75
TC/FL:153.69
TC:154.07
TC/BW:154.19
BW/LP:154.13
TC:154.25 LINCOLN BOULEVARD
1" = 20' HOR
C8 OF 17
SHEET
SCALE MATCHLINE 46+00 - SEE SHEET C9 IMPROVEMENTS
160
150
40+00
160
41+00 42+00 43+00
150
44+00 45+00
1" = 2' VER
155 155
CONSTRUCTION NOTES:

MIN 2" GRING & OVERLAY EXISTING PAVEMENT CONFORM TO
EXISTING. SEE CONFORM DETAIL ON SHEET C3 OVERLAY
THICKNESS VARIES PER CROSS SLOPE. AC PAVEMENT WIDENING

FROM EXISTING EDGE OF PAVEMENT TO NEW CURB AND GUTTER
SEE SHEET C5
TRAFFIC SIGN RELOCATED.

CONSTRUCT STANDARD 8' WIDE SIDEWALK PER CITY OF LINCOLN STD DETAIL H-2.

CONSTRUCT ADA RAMPS CASE C PER CALTRANS DETAIL A88A
CONSTRUCT 6" STANDARD TYPE 2 VERTICAL CONCRETE CURB &
GUTTER PER CITY OF LINCOLN STD DETAIL H-2.
1 2
3 4
5 6 CONSTRUCT COMMERCIAL FRONTAGE ENTRANCE PER CITY OF
LINCOLN STD DETAIL H-4.

PLACE 140 SF OF 6"-12" ROCK RIP-RAP WITH GEOTECH FABRIC 12" MIN THICK AT END OF GUTTER. SET TOP OF RIP-RAP FLUSH WITH EP AND GUTTER FLOWLINE.

STOP SIGN
1'WHITE STRIPING PER CALTRANS STD. A24F.

SLURRY SEAL
INSTALL COBBLES WITH CONCRETE ( MATCH EX. MEDIAN
TREATMENT STATION 51+00)
7 8
NOTE: ALL STRIPING CALLOUT REFER TO AND SHALL BE INSTALLED

PER CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD, MOST RECENT).

GRADE
@ SAWCUT
GRADE
@GFL

SEE CURB RETURN/
RAMP DETAIL 1 ON SHEET C10
9 10
PUE

SEE SECTION SHEET FOR MORE INFORMATION
11 MATCHLINE 46+00 - SEE SHEET C9
46+00
±

LINCOLN BOULEVARD
±±±±±±±±±

SLEEVES PVC
SDR 35 (1)2"
(1)4"
12 INSTALL 1" METER AND BACKFLOW PREVENTER WITH 1 1
2 " WATER
LINE PER CITY OF LINCOLN DETAIL W-15.

ONE WAY SIGN
SAW & CUT 2' WIDTH AND 2 ' DEPTH TO INSTALL SLEEVES AND FILL

THE TRENCH TO MATCH EXISTING SECTION
13 14
TC:155.98
TC:155.95
TC:155.72
TC:155.5
TC:155.07
TC:154.57
TC:154.51
TC:154.54
C:153.94
TC:154.51
C:153.91
TC:154.72
C:154.12
TC:154.69
C:154.09
TC:154.95
C:154.35
TC:154.82
C:154.32
TC:155.2
TC:155.07
TC:155.47
TC:155.37
TC:155.33
CURB RETURN/RAMP SLOPE DETAIL 1

REFER TO LANDSCAPE
& IRRIGATION DETAILS

SLEEVES PVC
SCH 40 (1)2"
FUTURE

SLEEVES PVC
SCH 40 (1)2"
NOTE:
179
16" W
JT
16" W
24"SD
24"SD
24"SD
24"SD
10+00.00 FERRARI RANCH ROAD
50+00.00LINCOLN BOULEVARD
24"SD
24"SD
24"SD
24"SD
W
W
12"SD
12"SD
12"SD
N:2082974.96
E:6762240.83
16" W
16" W 10+00 11+00
154
155
155
154
153
154
154
154
49+22.0 59.7' L
END DETAIL 39A
(E) EP

CONTROL LINE
47+17.30±
46+43.56±
46+11.73±
47+70.24±
48+20.26± 48+70.23±
49+22.16±
46+00 47+00 48+00 49+00
50+00
51+00 S17°30'28"W
2000.00'

EXISTING ELECTRIC CONDUIT
PUE
IOD MAX MAX 2%MIN 1.5% MAX 2%MIN
SEE C5 FOR

MORE DETAIL
PUE
GB/FL:152.71
EX:154.46± MATCH EX.154.47±
MATCH EX. 152.91±
GB/FL:152.95
GB/FL:153.37
GB/FL:153.56
MATCH EX. 154.01±
MATCH EX.154.14±
HP/FL:153.87
MATCH EX.154.26±
LP/FL:153.72
MATCH EX.154.35±
HP/FL:154.11
MATCH EX. 154.49±
EX.DI/FL152.27
TC:154.32
BW:154.45
TC:154.25
GB/FL153.75
BW:154.6
TC:154.37
BW:154.77
BW:154.72
TC:154.43
GB/BW154.81
GB/BW:154.67
TC:154.37
FL:153.87
HP/BW:154.95 BW:154.61
MATCH EX. 153.9±
FL:151.78

TYPE D DI
GRATE:151.78
12"SD OUT(SE):147.68
55 LF SD (RCP) S:0.028
44 LF 12" SD (PVC) S:0.0026
3 3
5 8
7 1
10 11
12 13
13 8
2 14
15 9
16 17
18 19
20 3.6% 1.5% 2.4%

0.30% 1.5% 1.7% 3.4% 2% 2.1% 3.8%

0.25%

1.0%

2.7%

1.3%

7.4'

11.2'

9.4'

11.3'

12.3'

11.0'

38.8'

20.7'
21 2' CURB OPENING (TYP)
END

0.65% 0.26%

0.35% 1.5% 1.3%
MATCH EX.154.41± 3.2% 1.5%

0.25%
MATCH EX.FL:152.43±
FERRARI RANCH ROAD-(SEE SHEET C6) LINCOLN BOULEVARD
1" = 20' HOR
C9 OF 17
SHEET
SCALE

LINCOLN BOULEVARD IMPROVEMENTS
GRADE
160
150
160
@ SAWCUT
150
1" = 2' VER
155 155
GRADE
@GFL
45+00 46+00 47+00 48+00 49+00 50+00 51+00 MATCHLINE 46+00 - SEE SHEET C8 MIN 2" GRIND & OVERLAY EXISTING PAVEMENT CONFORM TO
EXISTING. SEE CONFORM DETAIL ON SHEET C3 OVERLAY
THICKNESS VARIES PER CROSS SLOPE. AC PAVEMENT WIDENING

FROM EXISTING EDGE OF PAVEMENT TO NEW CURB AND GUTTER
SEE SHEET C5

NEW AC PAVEMENT AND BASE

CONSTRUCT STANDARD SIDEWALK PER CITY OF LINCOLN STD
DETAIL H-2.

CONSTRUCT ADA RAMP CASE C PER CITY OF LINCOLN STD
DETAILS H-5A
CONSTRUCT 6" STANDARD TYPE 2 VERTICAL CONCRETE CURB &
GUTTER PER CITY OF LINCOLN STD DETAIL H-2.

CONSTRUCT COMMERCIAL FRONTAGE ENTRANCE PER CITY OF
LINCOLN STD DETAIL H-4.

CONSTRUCT BUS STOP & TURNOUT PER CITY OF LINCOLN STD
DETAIL H-17 & H-18. AND PLACER COUNTY ST-30A & ST-30B STREET

LIGHT TO BE INSTALL AT LOCATION PER DETAILS AND CITY
STANDARDS.

ADJUST EXISTING UTILITY RIM TO FINISH GRADE.

READJUST TO FINISH GRADE EXISTING GAS MARKER.

EXISTING CROSSING BUTTON L TO PROTECT IN PLACE.

EXISTING TRAFFIC SIGNAL PROTECT IN PLACE.

EXISTING STREET SIGN REMAIN IN PLACE.

TRAFFIC SIGN RELOCATED

BUS STOP SIGN AND POLE

SLURRY SEAL
50 SF (6"-12") ROCK RIP -RAP
1 ±
NOTE: ALL STRIPING CALLOUT REFER TO AND SHALL BE INSTALLED

PER CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD, MOST RECENT).
±±±±±
see sections sheet to construct the curb MATCHLINE 46+00 - SEE SHEET C8 CONSTRUCTION NOTES:
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 TC:155.89
TC:155.51
TC:155.49
C:154.89
TC:155.3
C:154.7
TC:155.26
C:154.66
TC:155.05
C:154.45
TC:155.28
TC:154.93

APROXIMATE LOCATION
OF EXISTING 16" WATER
6' SLEEVES PVC SDR 35
(1)2" (1)4"
6' SLEEVES PVC SDR 35
(1)2" (1)4"
INSTALL COBBLES WITH CONCRETE (MATCH EX. MEDIAN
TREATMENT STATION 51+00).

REPLACE TRAFFIC SIGN WITH NO U-TURN ALLOWED SIGN.

NO PIPE JOINTS ABOVE EXISTING WATER.
19 20
21 CURB RETURN/RAMP SLOPE DETAIL 1

SEE RAMP
DETAIL 1 HERON
BIORETENTION BASIN SEE DETAIL SHEET C3

APPROXIMATE LOCATION OF ELECTRIC CONDUIT TO PROTECT IN
PLACE
17 18
TC:154.06
FG:153.63
TC:153.58
TC:153.87
TC/FL:153.49
TC/FL:153.44
TC:153.45
TC:153.01
TC:152.95
TC:153.20
TC:152.79
TC:152.85

1.5%
NOTE:
180

FERRARI RANCH ROAD

UNION PACIFIC RAILROAD LINCOLN BOULEVARD
APN: 021-274-013
APN: 021-274-011
APN:
021-274-008
APN: 328-010-030
APN: 328-010-028
APN: 328-010-025
APN: 330-170-010
APN: 330-160-039APN: 330-160-038
APN: 330-160-035
APN: 330-160-034
APN: 330-170-013 APN: 330-170-012 APN: 330-170-011
APN: 330-160-055
APN: 021-274-012
12"SD
12" W
16" W
12" W
12" W
12" W
JT
12" W
12" W
16" W
30"SS
8"SS
30"SS
30"SS
30"SS
48"SS
48"SS
48"SS
48"SS
8"SS
15"SD
24"SD
24"SD
24"SD
24"SD
18"SD
24"SD
18"SD
12"SD
24"SD
18"SD
12" W
12" W
12" W
12" W
12" W
12" W
30"SS 8"SS
30"SS
30"SS
30"SS
48"SS
48"SS
48"SS
48"SS
8"SS
15"SD
24"SD
24"SD
24"SD
24"SD
18"SD
24"SD
18"SD
24"SD
18"SD
18"SD
12" W
12" W
16" W
16" W EROSION CONTROL PLAN
SHEET
SCALE
LEGEND:

TYPE A FIBER ROLLS PER 2010
CALTRANS STANDARDS (INSTALL 3' OFF

TOE OF SLOPES WHERE SHOWN), SEE
SHEET C11 OF 17 FOR DETAIL.

INLET PROTECTION

TEMPORARY CONCRETE WASHOUT

OVERLAND RELEASE
NOTES:

FOR STANDARD EROSION CONTROL
NOTES AND DETAILS, SEE SHEET C11 OF

17. PLACE FIBER ROLL AT TOE OF SLOPES
AND EDGE OF PROPOSED GRADING.

ANY AREAS DISTURBED (EXPOSED SOIL)
SHALL BE HYDROSEEDED.

1. 2.

3. IF LANDSCAPING IS NOT COMPLETED BY
OCTOBER 15, AREA SHALL BE

HYDROSEEDED OR STABILIZED PER

SWPPP AND CONSTRUCTION GENERAL
PERMIT.

4. CONTRACTOR SHALL STREET SWEEP AND VACUUM THE SITE AND

PUBLIC STREET TO ENSURE NO TRACKING OF SEDIMENTS FROM

PROJECT SITE TO STORM DRAINS OR RECEIVING WATERS PER
CASQA BMP SE-7.

INSTALL STORM DRAIN INLET PROTECTION WITH FILTER BAG PER CASQA BMP SE-10 AND DETAIL ON SHEET C11 OF 17.

INSTALL STRAW WATTLE (FIBER ROLL) SEDIMENT BARRIER TO
PREVENT SEDIMENT RUN-OFF AND RUN-ON. REFER TO CASQA BMP SE-5. SEE DETAIL PM SHEET C5.1.

TEMPORARY CONCRETE WASHOUT. SEE SHEET C11 FOR DETAILS.

WATER POLLUTION CONTROL NOTES 123

EROSION AND

SEDIMENT CONTROL

MEASURES

HYDROSEED

PLANTS PER LANDSCAPE PLANS
DEMO
PHASE

SITE IMPROVEMENT

CONSTRUCTION
PHASE

SOIL BINDER

STRAW MULCH

PHASE OF CONSTRUCTION

BLANKETS, MATS & GEOTEXTILES

FIBER ROLLS

DUST CONTROL

OUTLET PROTECTION

GRAVEL BAG BARRIERS

SEDIMENT TRAP

DE-WATERING
STABILIZED CONST. ENTRANCE

MATERIAL WASTE DISPOSAL

CONCRETE WASHOUT
(WET SEASON) (WET/DRY SEASON)
FINAL
PHASE
POST

CONSTRUCTION
PHASE

BMP INSTALLATION SCHEDULE

BIORETENTION

INLET PROTECTION

RIP-RAP

SEDIMENT TRAP
NOTES:

1. ALL EROSION BMP'S SHALL BE IN PLACE PRIOR TO STORM EVENTS AND ACCORDANCE WITH THE LATEST VERSION OF THE CASQA STORMWATER BMP HANDBOOK.

2. CONTRACTOR TO MAINTAIN ALL BMP'S AS REQUIRED PER THIS SHEET. 2 2 2 2 1 BMP MONITORING SCHEDULE:

1.) PRE-STORM

2.) EXTENDED STORM (EACH-24 HR PERIOD)

3.) AFTER STORM
NOTE: CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL BMP MEASURES REQUIRED. CONTRACTOR SHALL REFER TO THE

CASQA BMP HANDBOOK AND CITY OF ALAMEDA STANDARDS FOR
BMP MONITORING AND INSPECTION SCHEDULE. 3 3 3 3 3 OLR OLR OLR OLR OLR
(TYP)

AS SHOWN
C10 OF 17 4 4
181

EROSION CONTROL DETAILS
SHEET
SCALE
C11 OF 17

EROSION AND SEDIMENT CONTROL NOTES

1. THE CONTRACTOR SHALL FOLLOW THE GUIDELINES IN THIS EROSION

CONTROL PLAN, THE CALIFORNIA BMP CASQA HANDBOOK, CALTRANS AND THE CITY OF LINCOLN. THE CONTRACTOR SHALL TAKE ALL BEST

MANAGEMENT PRACTICES AVAILABLE TO REDUCE EROSION AND
CONTAMINATION TO THE WATERWAYS AROUND THE CONSTRUCTION AREA.

2. CONTRACTOR MUST ENSURE THAT THE CONSTRUCTION SITE IS PREPARED PRIOR TO THE ONSET OF ANY STORM. CONTRACTOR SHALL HAVE ALL EROSION AND SEDIMENT CONTROL MEASURES IN PLACE YEAR-ROUND.

3. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. CHANGES TO THIS EROSION AND

SEDIMENT CONTROL PLAN SHALL BE MADE TO MEET FIELD CONDITIONS AS NEEDED.

4. THIS PLAN MAY NOT COVER ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. VARIATIONS

MAY BE MADE TO THE PLAN IN THE FIELD TO REACT TO CURRENT CONDITIONS.

5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED

BEFORE, DURING, AND AFTER ALL STORM EVENTS TO ENSURE MEASURES ARE FUNCTIONING PROPERLY.

6. CONTRACTOR SHALL MAINTAIN A LOG AT THE SITE OF ALL MAINTENANCE OF

BMPS, AS WELL AS ANY CORRECTIVE CHANGES TO THE BMPS OR EROSION AND SEDIMENT CONTROL PLAN.

7. NO AREAS WILL BE LEFT EXPOSED OVER THE WINTER SEASON OR LONGER THAN 14 DAYS AFTER SOIL DISTURBANCE COMPLETE

8. THE CONTRACTOR SHALL INSTALL THE STABILIZED CONSTRUCTION ENTRANCE PRIOR TO COMMENCEMENT OF GRADING. LOCATION OF THE

ENTRANCE MAY BE ADJUSTED BY THE CONTRACTOR TO FACILITATE GRADING OPERATIONS. ALL CONSTRUCTION TRAFFIC ENTERING THE PAVED ROAD MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE. THE STABILIZED

CONSTRUCTION ENTRANCE SHALL REMAIN IN PLACE UNTIL THE ROAD BASE ROCK COURSE IS COMPLETED.

9. ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE SWEPT AT THE

END OF EACH WORKING DAY OR MORE FREQUENTLY AS NECESSARY TO ACCOMMODATE CURRENT ACTIVITY (E.G. OFF-HAULING, ETC.). NO WATER MAY BE USED TO “RINSE” SEDIMENT DEPOSITS FROM ROADWAY.

10. CONTRACTOR SHALL PLACE FIBER ROLLS OR EQUIVALENT SEDIMENT CONTROLS (GRAVEL BAG BERMS, ERTEC DROPGUARD®, ETC.) AROUND ALL

NEW DRAINAGE STRUCTURE OPENINGS IMMEDIATELY AFTER THE
STRUCTURE OPENING IS CONSTRUCTED. PROTECTIVE DEVICES SHALL BE MAINTAINED AND REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED.

11. CONTRACTOR SHALL IMPLEMENT HOUSEKEEPING PRACTICES AS FOLLOWS:

A. SOLID WASTE MANAGEMENT:

PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS.

ARRANGE FOR REGULAR REMOVAL AND DISPOSAL. CLEAR SITE OF

TRASH INCLUDING ORGANIC DEBRIS, PACKAGING MATERIALS, SCRAP OR SURPLUS BUILDING MATERIALS AND DOMESTIC WASTE DAILY. ALL

WASTE CONTAINERS MUST HAVE SECURED COVERS OR LIDS AND BE

SECURED AT THE END OF EACH WORK DAY AND PRIOR TO ANY RAIN EVENTS.

B. MATERIAL DELIVERY AND STORAGE:

PROVIDE A DESIGNATED MATERIAL STORAGE AREA WITH SECONDARY CONTAINMENT SUCH AS BERMING. STORE MATERIAL ON PALLETS AND PROVIDE COVERING FOR SOLUBLE MATERIALS. ONLY FACTORY
SEALED CONTAINERS MAY BE STORED OUTSIDE. RECOMMEND

STORING ALL LIQUIDS INSIDE SECURE CONNEX BOX OR SIMILAR ENCLOSURE. INSPECT AREA WEEKLY.

C. CONCRETE WASTE:

PROVIDE A DESIGNATED AREA FOR A TEMPORARY COVERED CONCRETE

WASHOUT IN CONFORMANCE WITH THE CASQA BMP HANDBOOK TO BE USED FOR RINSING TRUCKS, CONCRETE PUMPS, AND HAND TOOLS.

DISPOSE OF HARDENED CONCRETE OFFSITE. AT NO TIME SHALL A

CONCRETE TRUCK DUMP ITS WASTE AND CLEAN ITS TRUCK INTO THE CITY STORM DRAINS VIA CURB AND GUTTER. INSPECT DAILY TO CONTROL RUNOFF, AND WEEKLY FOR REMOVAL OF HARDENED CONCRETE.

D. PAINT AND PAINTING SUPPLIES:

PROVIDE INSTRUCTION TO EMPLOYEES AND SUBCONTRACTORS

REGARDING REDUCTION OF POLLUTANTS INCLUDING MATERIAL STORAGE, USE, AND CLEAN UP. INSPECT SITE WEEKLY FOR EVIDENCE OF IMPROPER DISPOSAL.

E. VEHICLE MAINTENANCE AND CLEANING:

PROVIDE A DESIGNATED FUELING AREA WITH SECONDARY CONTAINMENT SUCH AS BERMING. DISCOURAGE MOBILE FUELING OF EQUIPMENT AND

REQUIRE SPILL KITS WITH CONTAINMENT DEVICES AND ABSORBENT MATERIAL ON ALL MOBILE FUELING VEHICLES. PROVIDE DRIP PANS FOR PARKED EQUIPMENT. RESTRICT ONSITE MAINTENANCE AND CLEANING OF EQUIPMENT TO A MINIMUM. INSPECT AREA WEEKLY.

F. HAZARDOUS WASTE MANAGEMENT:

PREVENT THE DISCHARGE OF POLLUTANTS FROM HAZARDOUS WASTES

TO THE DRAINAGE SYSTEM THROUGH PROPER MATERIAL USE, WASTE DISPOSAL AND TRAINING OF EMPLOYEES. HAZARDOUS WASTE PRODUCTS

COMMONLY FOUND ON-SITE INCLUDE BUT ARE NOT LIMITED TO PAINTS &

SOLVENTS, PETROLEUM PRODUCTS, FERTILIZERS, HERBICIDES &

PESTICIDES, SOIL STABILIZATION PRODUCTS, ASPHALT PRODUCTS AND CONCRETE CURING PRODUCTS.

12. APPROVAL OF THIS EROSION PREVENTION AND SEDIMENT CONTROL PLAN

DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.).

13. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,

MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES

IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS

COMPLETED, APPROVED AND PERMANENT SITE STABILIZATION HAS BEEN MET.

14. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE

CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED
CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION.

15. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN

CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH

A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO

NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS.

16. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT.

17. AT NO TIME SHALL MORE THAN 6" OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING

OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.

18. CONTRACTOR SHALL SUPPLY AND UPDATE A CONSTRUCTION SCHEDULE.

19. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON SITE AT ALL TIMES.

CONTRACTOR SHALL FOLLOW THE FOLLOWING BEST
MANAGEMENT PRACTICES (REF. CASQA HANDBOOK):

STORMWATER BMP CASQA CONSTRUCTION HANDBOOK:

EQUIPMENT TRACKING CONTROL

TC - STABILIZED CONSTRUCTION

ENTRANCE/EXIT
TC2 - STABILIZED CONSTRUCTION ROADWAY
TC3 - ENTRANCE / OUTLET TIRE WASH

WIND EROSION CONTROL
WE1 - WIND EROSION CONTROL

WASTE MANAGEMENT & MATERIAL POLLUTION

CONTROL
WM1 - MATERIAL DELIVERY AND STORAGE
WM2 - MATERIAL USE
WM3 - STOCKPILE MANAGEMENT
WM4 - SPILL PREVENTION AND CONTROL
WM5 - SOLID WASTE MANAGEMENT
WM6 - HAZARDOUS WASTE MANAGEMENT
WM7 - CONTAMINATED SOIL MANAGEMENT
WM8 - CONCRETE WASTE MANAGEMENT
WM9 - SANITARY / SEPTIC WASTE MANAGEMENT
WM10 - LIQUID WASTE MANAGEMENT

TEMPORARY SEDIMENT CONTROL
SE1 - SILT FENCE
SE2 - SEDIMENT BASIN
SE3 - SEDIMENT TRAP
SE4 - CHECK DAM
SE5 - FIBER ROLLS
SE6 - GRAVEL BAG BERM
SE7 - STREET SWEEPING AND VACUUMING
SE8 - SANDBAG BARRIER
SE9 - STRAW BALE BARRIER
SE10 - STORM DRAIN INLET PROTECTION
SE11 - ACTIVE TREATMENT SYSTEMS
SE12 - TEMPORARY SILT DIKE
SE13 - COMPOST SOCKS AND BERMS
SE14 - BIOFILTER BAGS

EROSION CONTROL
EC1 - SCHEDULING
EC2 - PRESERVATION OF EXISTING

VEGETATION
EC3 - HYDRAULIC MULCH
EC4 - HYDROSEEDING
EC5 - SOIL BINDERS
EC6 - STRAW MULCH
EC7 - GEOTEXTILE AND MATS
EC8 - WOOD MULCHING
EC9 - EARTH DIKES AND DRAINAGE SWALES
EC10 - VELOCITY DISSIPATION DEVICES
EC11 - SLOPE DRAIN
EC12 - STREAMBANK STABILIZATION
EC14 - COMPOST BLANKET
EC15 - SOIL PREPARATION ROUGHENING
EC16 - NON-VEGETATIVE STABILIZATION

NON STRUCTURAL
NS1 - WATER CONSERVATION PRACTICES
NS2 - DEWATERING OPERATIONS
NS3 - PAVING AND GRINDING OPERATION
NS4 - TEMPORARY STREAM CROSSING
NS5 - CLEAR WATER DIVERSION
NS6 - ILLICIT CONNECTION - ILLEGAL

DISCHARGE DETECTION
NS7 - POTABLE WATER IRRIGATION

DISCHARGE DETECTION
NS8 - VEHICLE AND EQUIPMENT CLEANING
NS9 - VEHICLE AND EQUIPMENT FUELING
NS10 - VEHICLE AND EQUIPMENT

MAINTENANCE
NS11 - PILE DRIVING OPERATIONS
NS12 - CONCRETE CURING
NS13 - CONCRETE FINISHING
NS14 - MATERIAL OVER WATER
NS15 - DEMOLITION ADJACENT TO WATER
NS16 - TEMPORARY BATCH PLANTS

TYPICAL FIBER ROLL INSTALLATION
NTS

FIBER ROLL DETAIL
NTS

CONCRETE

WASHOUT
PLAN

SECTION A-A

CONCRETE WASHOUT
NTS
182
18"SD
RP
10" W 10+00 11+00
40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 A
A
B
A
4 5 7 B
6 NO

PARKING
LOT 2 /
BLDG B

PROPOSED
FAST FOOD 1
2,632 SF
W
R
NO

PARKING
43+43

TYPE III
45+92

TYPE III
47+40

TYPE III
48+36

TYPE III
44+79

TYPE III
8'
11'
8'
11'
11'
8'
10'
8'
13'
8'
10'
13'
4'
7'
14'
14'
12'
11'
12'
12'
40+04 0' L
BEGIN DETAIL 22
40+03 14' L
BEGIN DETAIL 39A
45+24 52' L
BEGIN DETAIL 39A
45+11 12' L
END DETAIL 38/

BEGIN CURB
45+24 44' L
BEGIN DETAIL 9
49+22 52' L
END DETAIL 39A
45+79.4

TYPE III (R)
ARROW (TYP.)
49+22 60' L
END DETAIL 39A
47+93 57' L
BEGIN DETAIL 39A
44+53 49' L
END DETAIL 39A
40+03 21' L
BEGIN DETAIL 39
43+20 57' L
END DETAIL 39
6" WHITE DIAGONAL

STRIPING

EDGE OF

PAVEMENT
43+83 10' L
BEGIN DETAIL 38
46+57 54' L
END DETAIL 39A
41+93 42' L
BEGIN DETAIL 39A
40+40 1' L
END DETAIL 22
44+53 41' L
END DETAIL 39A
43+86.8

TYPE IV
ARROW (TYP.)
44+28.0

TYPE IV
ARROW (TYP.)
44+85.6

TYPE III (R)
ARROW (TYP.)
50+77 33' L
BEGIN DETAIL 21
50+77 44' L
BEGIN DETAIL 21
43+23.1

TYPE III (L)
ARROW (TYP.)

BIKE LANE MARKING
(TYP)
4" BUTTON PAVEMENT MARKER (TYP)
6" YELLOW DIAGONAL STRIPING
@45 ANGLE W/20' SPACING
13'
13'
BEGIN DETAIL 26
DETAIL 26
DETAIL 26
DETAIL 26
DETAIL 26
DETAIL 26
DETAIL 26 END DETAIL 26
3 2
9 8
A
2 9
8 52+00 53+00 54+00 55+00 56+00
57+0058+00
53+00.7

TYPE IV
ARROW (TYP.)
54+11.1

TYPE IV
ARROW (TYP.)

THRU LANE MERGE RIGHT SIGN
52+77 48' L
END DETAIL 21
52+78 36' L
END DETAIL 21 THRU LANE MERGE RIGHT SIGN
55+88

TYPE IV
ARROW (TYP.)
57+27

TYPE IV
ARROW (TYP.)
58+71

TYPE IV
ARROW (TYP.)
10+00.00 FERRARI RANCH ROAD
50+00.00LINCOLN BOULEVARD
0' 40' SCALE: 1"=40'
LEGEND
STREET LIGHT POLE TYPE "A" (MAJOR ROAD)[60W]

UTILITY SERVICE PEDESTAL

CONDUIT (RUN NUMBER INDICATED)
PULL BOX (NO. 3-1/2 UNLESS NOTED OTHERWISE)

PAD MOUNTED TRANSFORMER

A CIRCUIT LETTER (A, B, C, D)
29 A
29 PROPOSED DESCRIPTION EXISTING
C12 OF 17
SHEET
SCALE
1"=40' STREET LIGHT & STRIPING PLAN

LINCOLN BLVD

FERRARI RANCH ROAD
SERVICE POINT #1 DETAIL
1" = 20'
CONSTRUCTION NOTE:

REFER TO CITY STANDARD DETAILS SL-4 & SL-5
FOR SERVICE CABINET & METER SOCKET INSTALLATION.

SEE SERVICE POINT #1,

DETAIL THIS SHEET
1 SN
TM
PL
120/240V
N
MAIN 100A.

MIN

LIGHTING
LC 240V
A
A
CIRCUIT DIAGRAM NO. 1
15 15
DETAIL

PUE MATCH LINE - SEE THIS SHEET BELOW MATCH LINE - SEE THIS SHEET ABOVE 0' 40' SCALE: 1"=40'
NOTE: INSTALL Q MARKER AT NOSE OF EACH MEDIAN
B
B
C
C
D
D
15 15
15 15
15 15
(UNMETERED)
183
C13 OF 17
SHEET
SCALE

AS SHOWN STREET LIGHT PLAN
ELECTRICAL NOTES:

1. SPECIFICATIONS AND STANDARDS USED FOR CONSTRUCTION OF THIS STREET LIGHTING SYSTEM WILL BE IN ACCORDANCE WITH THE LATEST CITY OF LINCOLN PUBLIC FACILITIES IMPROVEMENT STDS SECTION 9-22. AND THE "AMERICAN NATIONAL STANDARD PRACTICES FOR ROADWAY LIGHTING OF THE AMERICAN INSTITUTE."

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AND/OR UTILITY DISTRICTS AS TO LOCATION OF ALL UNDERGROUND FACILITIES.

3. LIGHT DISTRIBUTION PATTERN SHALL BE PER CITY STDS. AND AS NOTED ON THE PLANS.

4. STREET LIGHT CONTRACTOR TO CONTACT WATER CONTRACTOR PRIOR TO ANY WORK TO RESOLVE ANY CONFLICTS.

5. ALL STREET RIGHT-OF-WAYS HAVE A P.U.E. ADJACENT TO RIGHT-OF-WAY UNLESS OTHERWISE NOTED ON PLANS.

6. THE MAP ON THIS SHEET IS FOR STREET LIGHT LOCATION ONLY.

7. THE USE OF RIDGID NON-METALLIC CONDUIT CONFORMING TO SECTION 86-2.05A(3) OF THE 2010 CALTRANS STD.

SPECIFICATIONS WILL BE ALLOWED.

8. A CONTINUOUS #8 AWG BARE COPPER WIRE (MINIMUM) MUST BE PLACED IN ALL NON METALLIC CONDUIT.

BONDING AND GROUNDING MUST CONFORM TO SECTION 86-2.10 OF THE 2010 CALTRANS STANDARD SPECIFICATIONS.

9. ALL LUMINARIES SHALL BE STERNBERG LUMINAIRE, BY ASSOCIATED LIGHTING REPRESENTATIVES TYPE III LED, UNLESS OTHERWISE NOTED. (SEE STREET LIGHT DETAILS, HEREON)

10. PHOTO CELL SHALL BE PER CITY STD.

11. SEE FOUNDATION DETAILS BY GULARTE & ASSOCIATES HEREON.

12. CONTRACTOR TO COORDINATE WITH SIGNAL CONDUIT PLACEMENT TO AVOID ANY CONFLICT.

13. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH LANDSCAPE ARCHITECT REGARDING ANY CONFLICTS BETWEEN BOXES AND LANDSCAPING.

14. GROUND RODS TO BE INSTALLED PER CITY STANDARD.

15. ALL STREET LIGHTS SHALL BE TYPE III UNLESS OTHERWISE NOTED ON PLAN.

16. BEHIND SIDEWALK, CONDUIT TRENCH BACKFILL SHALL BE COMPACTED TO 90% RELATIVE COMPACTION.

17. UNDER STREET, CONDUIT TRENCH BACKFILL SHALL BE COMPACTED TO 95% RELATIVE COMPACTION.

18. ALL LIGHTS SHALL HAVE SHIELDS PER CITY OF LINCOLN STD.

SEPARATED SIDEWALK

CONDUIT

POLE (SEE DETAIL THIS SHEET)

SIDEWALK

CURB & GUTTER
3'
VARIES
2'
MIN.

POLE (SEE DETAIL THIS SHEET)
8' SIDEWALK

CURB & GUTTER
8' SIDEWALK

STREET LIGHT BASE LOCATION

DETAILS
N.T.S.

N.T.S.
1' TO 1'-6" BACK OF WALK

TO CONDUIT
8" BACK OF SIDEWALK

CONDUIT
2'
MIN.

BASE
(SEE DETAIL HEREON BY GULARTE &
ASSOCIATES) 5'
MIN
3' 5'
MIN.
7'-4"

LIGHT PLACEMENT AS REQUESTED BY THE CITY, AND AS
APPROVED BY DESIGN REVIEW.

NOTE

LIGHT POLE DETAIL
N.T.S.
6 184
SHEET

SCALE CONDITIONS OF APPROVAL
C14 OF 17
30900 | FERRARI PAVILION CONDITIONS OF APPROVAL
(RESOLUTION NO. 2019-007)

GENERAL CONDITIONS

6. THE PROJECT IS SUBJECT TO INFRASTRUCTURE AND CAPITAL FACILITY IMPACT FEES CATEGORIES AS SET FORTH IN THE CITY'S PUBLIC FACILITIES ELEMENT (PFE) FEE PROGRAM.

11. ALL IMPROVEMENTS AND CONSTRUCTION WITHIN THE PROJECT SHALL BE CONSISTENT WITH THE TWELVE BRIDGES SPECIFIC PLAN, SUN CITY LINCOLN HILLS GENERAL DEVELOPMENT PLAN, AND MAPPING.

STORM WATER QUALITY / GRADING / DRAINAGE

19. THE DESIGN, MAINTENANCE, INSPECTION, AND REPORTING OF ALL STORM WATER SYSTEMS, DEVICES, AND TREATMENT

SYSTEMS BY THE APPLICANT SHALL BE IN COMPLIANCE WITH THE STATE WATER RESOURCES CONTROL BOARD WATER QUALITY ORDER NO. 2013-0001-DWQ NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT PHASE II MUNICIPAL GENERAL PERMIT NO. CAS000004, WASTE DISCHARGE REQUIREMENTS FOR STORM WATER DISCHARGES FROM SMALL MUNICIPAL SEPARATE STORM SEWER SYSTEMS (MS4) AND ANY DESIGN GUIDANCE DEVELOPED BY THE CITY. THE PROJECT SHALL COMPLY WITH THE CITY ORDINANCE, CALIFORNIA MS4 PERMIT REQUIREMENTS AND ANY OTHER STATE MANDATED REQUIREMENTS.

24. IN ACCORDANCE WITH THE CITY'S MOST CURRENT STANDARDS, NO DISTURBED SURFACE OR SOIL SHALL BE LEFT

STANDING THROUGH A WINTER SEASON WITHOUT EROSION CONTROL MEASURES, SUCH AS RE-VEGETATION 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 RE-VEGETATION IS ESTABLISHED.

26. THE APPLICANT SHALL PREPARE A WATER QUALITY MAINTENANCE AND OPERATION PLAN FOR STORM WATER QUALITY & LID IMPROVEMENT FACILITIES. THE WATER QUALITY MAINTENANCE AND OPERATION PLAN SHALL CONTAIN, AT A

MINIMUM BUT NOT LIMITED TO, A DESCRIPTION OF THE CONSTRUCTED FACILITIES, THE DESIGN CRITERIA, A

DESCRIPTION OF THE EXPECTED FACILITY OPERATION, A POST CONSTRUCTION EROSION CONTROL PLAN, A POST

CONSTRUCTION STORM WATER QUALITY CONTROL PLAN, AND A DESCRIPTION OF MAINTENANCE ACTIVITIES REQUIRED ALONG WITH A SCHEDULE FOR EACH ACTIVITY. THE WATER QUALITY MAINTENANCE AND OPERATION PLAN SHALL ALSO CONTAIN A DESCRIPTION OF SAMPLING, TESTING, AND REPORTING REQUIREMENTS. THE WATER QUALITY

MAINTENANCE AND OPERATION PLAN SHALL BE SUBJECT TO APPROVAL BY THE PUBLIC SERVICES DEPARTMENT PRIOR TO THE CITY'S ACCEPTANCE OF THE STORM WATER QUALITY FACILITIES, FOLLOWING THE TWO (2) YEAR MAINTENANCE PERIOD.

27. THE APPLICANT SHALL PROVIDE MAINTENANCE OF THE STORM WATER QUALITY FACILITIES (INCLUDING BUT NOT LIMITED TO BIORETENTION PONDS) AND A WARRANTY SECURITY FOR A TWO (2) YEAR PERIOD AFTER THE NOTICE OF COMPLETION. THE MAINTENANCE SHALL INCLUDE BUT NOT LIMITED TO THE DISCHARGE PIPING AND APPURTENANCES

TO THE PUBLIC STORM DRAIN SYSTEM, PROTECTIVE METAL FENCING (IF REQUIRED), PLANTING OF THE BIOMATERIALS, AND GRADING.

28. IF APPLICABLE, THE APPLICANT SHALL SUBMIT BLASTING PLANS FOR REVIEW AND APPROVAL BY THE CITY ENGINEER PRIOR TO COMMENCING ANY ON-SITE BLASTING ACTIVITIES. AT A MINIMUM, THE BLASTING PLAN IS TO INCLUDE A

DESCRIPTION OF THE WORK TO BE ACCOMPLISHED, A STATEMENT OF THE 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 AND DURATION PROPOSED FOR THE ACTIVITY. THE APPLICANT SHALL PROVIDE 72 HOURS NOTIFICATION TO THE ABOVE DEPARTMENTS OF ANY SCHEDULED BLASTING.

30. FLAGGING FENCING, SIGNAGE AND OTHER DEVICES SHALL BE INSTALLED PRIOR TO GRADING ON-SITE. FENCE

LOCATIONS SHALL BE TO THE APPROVAL OF THE CITY ENGINEER AND SHALL REQUIRE INSPECTION PRIOR TO START OF GRADING. FENCING SHOULD NOT BE REMOVED UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE CITY ENGINEER.

31. IF APPLICABLE, TREES REMOVED DURING SITE GRADING AND CONSTRUCTION SHALL BE DISPOSED OF BY MEANS OTHER THAN LANDFILL OR BURNING.

UTILIITIES

37. THE APPLICANT SHALL COMPLY WITH ALL PROVISIONS OF THE CITY'S CROSS CONTROL AND BACKFLOW PREVENTION ORDINANCE.

IMPROVEMENT PLAN NOTES

44. DUST CONTROL MEASURES SHALL BE ESTABLISHED PRIOR TO CONSTRUCTION OF ANY PHASE OF DEVELOPMENT PURSUANT TO THE REQUIREMENTS OF THE SWPPP PLAN AND ANY MITIGATION MONITORING PLAN. ADDITIONAL DUST CONTROL MEASURES MAY BE REQUIRED BY THE CITY ENGINEER BASED UPON SITE CONDITIONS. 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 WIND CONDITIONS CONTRIBUTE TO FUGITIVE DUST EMISSIONS.

F. THE GRADING SHALL COMPLY WITH THE MITIGATION MONITORING PROGRAM."

45. 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."

46. 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 5:00 P.M., MONDAY THROUGH

FRIDAY, UNLESS WRITTEN APPROVAL IS GRANTED BY THE COMMUNITY DEVELOPMENT DEPARTMENT FOR PRIVATE

PROPERTY AND THE CITY ENGINEER FOR MASS GRADING AND PUBLIC IMPROVEMENTS, 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."

47. A NOTE SHALL BE ADDED TO THE IMPROVEMENT PLANS:
"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."

48. A NOTE SHALL BE ADDED TO THE IMPROVEMENT PLANS:
"SEVENTY-TWO (72) HOUR NOTIFICATION MUST BE GIVEN TO THE CITY OF LINCOLN PRIOR TO DISINFECTION OF ANY WATER MAINS. THE CONTRACTOR SHALL CALL COORDINATE WITH THE CITY CONSTRUCTION INSPECTOR TO SCHEDULE PUBLIC SERVICES DEPARTMENT AT 434-2450 FOR DISINFECTION AND TESTING."

49. A NOTE SHALL BE ADDED TO THE IMPROVEMENT PLANS:
"THE APPLICANT SHALL SUBMIT ENVIRONMENTAL SURVEYS IN COMPLIANCE WITH THE MITIGATION MEASURES. THE

APPLICANT 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."

50. A NOTE SHALL BE ADDED TO THE IMPROVEMENT PLANS:
"THE APPLICANT 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."

51. A NOTE SHALL BE ADDED TO THE IMPROVEMENT PLANS:
"ALL CONSTRUCTION CONTRACTORS SHALL PROVIDE A SPILL PREVENTION AND COUNTER MEASURE PLAN DESCRIBING

MEASURES TO ENSURE 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 CITY ENGINEER PRIOR TO EACH PHASE OF CONSTRUCTION."

FINAL MAP

58. THE APPLICANT/OWNER SHALL PROVIDE A FUNDING MECHANISM FOR THE ANNUAL MAINTENANCE AND OPERATION OF

PUBLIC STREET LIGHTS, OPEN SPACE, STORM WATER QUALITY FACILITIES, STORM DRAIN FACILITIES, DETENTION, AND RETENTION FACILITIES.

PRIOR TO CONSTRUCTION

67. THE APPLICANT SHALL APPLY FOR AND OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY ENGINEER PRIOR TO ANY WORK CONDUCTED WITHIN THE CITY RIGHT-OF-WAY, LETTERED LOTS, OR PUBLIC EASEMENTS.

68. THE APPLICANT, BEFORE PERFORMING CONSTRUCTION ACTIVITIES WITHIN THE PROJECT AREA SHALL SUBMIT A

CONSTRUCTION SCHEDULE TO THE FIRE DEPARTMENT TO ALLOW COORDINATION OF FIRE PROTECTION SERVICES DURING CONSTRUCTION.

69. ALL CONSTRUCTION HAUL ROUTES SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY.

70. 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 AND PHONE 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 THE JOB SITE DURING ALL CONSTRUCTION OR ACCESSIBLE BY PHONE.

THE REPRESENTATIVE SHALL ALSO MAKE ANY NECESSARY ARRANGEMENTS WITH THE CITY ENGINEER CONCERNING EXTENDED OR EMERGENCY WORK PERIODS.

DURING CONSTRUCTION

71. GRADING SHALL BE CONSISTENT WITH THE RECOMMENDATIONS OF A SOILS ENGINEER AND SCHEDULED TO AVOID SEASONALLY HIGH GROUNDWATER CONDITIONS IN SWALE AREAS.

72. THE APPLICANT SHALL PROVIDE A SPECIFIC GEOTECHNICAL ANALYSIS TO DETERMINE THE SUITABILITY OF EXCAVATED

MATERIAL (IF PROPOSED FOR USE) AS ENGINEERED FILL, AND TRENCH BACKFILLING, TOPSOIL, OR OTHER TYPES OF REUSES ON-SITE. IF DURING CONSTRUCTION THE APPLICANT IDENTIFIES ANY UNIQUE UNFORESEEN SOILS CONDITIONS, THE APPLICANT SHALL WITHIN 24-HOURS NOTIFY ITS GEOTECHNICAL CONSULTANT TO PROVIDE AN ANALYSIS TO THE CITY ENGINEER FOR APPROVAL CONCERNING ANY REMEDIATION ACTION.

73. THE APPLICANT/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 SWPPP PERMIT, AS MODIFIED BY THE CITY ENGINEER AS DEEMED NECESSARY BASED UPON FIELD CONDITIONS.

74. 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 THE APPLICANT. 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 AS DETERMINED BY THE CITY.

75. 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 APPLICANT SHALL SUBMIT 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 OBTAINED THE NECESSARY BUSINESS LICENSE.

PRIOR TO ACCEPTANCE

76. THE APPLICANT SHALL BE RESPONSIBLE FOR REPAIRING STREET DAMAGE CAUSED BY CONSTRUCTION EQUIPMENT ON THE STREET SYSTEM TO THE SATISFACTION OF THE CITY ENGINEER.

78. THE APPLICANT SHALL BE REQUIRED TO UNDERGROUND ALL EXISTING PUBLIC UTILITIES FRONTING THE PROJECT SITE, EXCEPT THAT ELECTRIC TRANSMISSION LINES OF 60 KV AND HIGHER MAY BE EXCLUDED AS DETERMINED BY THE CITY OR PG&E.

79. THE APPLICANT SHALL PROVIDE THE CITY WITH "AS-BUILT PLANS" IN A MYLAR HARD COPY AND THE OTHER ON A

COMPUTER DISC IN AN AUTOCAD FORMAT COMPATIBLE WITH THE CITY'S MAPPING ACCEPTABLE TO THE CITY ENGINEER.

80. EXISTING AND PROPOSED PUBLIC FACILITIES AND IMPROVEMENTS DAMAGED DURING THE COURSE OF CONSTRUCTION SHALL BE REPAIRED BY THE APPLICANT, AT HIS EXPENSE, TO THE SATISFACTION OF THE CITY ENGINEER.

81. WHEN IMPROVEMENTS TO THE STORM WATER QUALITY BIORETENTION & LID AREAS HAVE BEEN COMPLETED AND FOLLOWING THE TWO (2) YEAR REQUIRED MAINTENANCE PERIOD WHERE THE WATER QUALITY BIORETENTION & LID

AREAS HAVE BEEN MAINTAINED TO THE SATISFACTION OF THE CITY ENGINEER AND PUBLIC SERVICES, THE IMPROVED

PROPERTY SHALL BE CONVEYED BY A GRANT DEED TO THE CITY FOR ON-GOING MAINTENANCE, OPERATION, REPAIR AND REPLACEMENT. THE APPLICANT SHALL BE RESPONSIBLE TO PAY THE FULL COST ASSOCIATED WITH THIS DEDICATION. THE APPLICANT SHALL BE RESPONSIBLE FOR PAYMENT OF COSTS OF MAINTENANCE UNTIL SUCH TIME AS THE CITY BEGINS COLLECTING FUNDS FOR THIS MAINTENANCE.

82. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TELEVISING OF ALL SEWER COLLECTION AND CONVEYANCE FACILITIES. A 72-HOUR NOTIFICATION, BOTH WRITTEN AND VERBAL, SHALL BE GIVEN TO THE CITY ENGINEER PRIOR TO THE TELEVISING OF THE SEWER SYSTEM. IF NOT PROPERLY NOTIFIED THE CITY MAY ELECT TO REQUIRE A RETESTING OF THE SUBJECT SYSTEM.

PRIOR TO BUILDING PERMIT

83. 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 WITH DRAINAGE AWAY FROM THE FOUNDATIONS AND TO A PROPERLY CONTROLLED DISCHARGE SYSTEM. NO SURFACE RUNOFF SHOULD BE ALLOWED TO FLOW FROM THE PAD OVER AN UNPROTECTED SLOPE.

84. FIRE HYDRANTS OR OTHER ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY, PROVIDING SERVICE FOR

CONSTRUCTION SITES SHALL BE OPERATIONAL PRIOR TO COMBUSTIBLE VERTICAL BUILDING CONSTRUCTION BEGINNING.

91. 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 EACH METER AND MAY BE ADJUSTED ANNUALLY BASED UPON COSTS.

GENERAL CONDITIONS

5. THE DESIGN, MAINTENANCE, INSPECTION AND REPORTING OF ALL STORM WATER SYSTEMS, DEVICES, AND TREATMENT

SYSTEMS BY THE APPLICANT SHALL BE IN COMPLIANCE WITH THE WEST PLACER STORM WATER QUALITY DESIGN MANUAL AND THE STATE MS4 PERMIT OR CURRENT STATE REQUIREMENTS.

STORM WATER QUALITY/GRADING/DRAINAGE

21. TREES NOT SCHEDULED FOR REMOVAL ADJACENT TO CONSTRUCTION AREAS SHALL BE TEMPORARILY FENCED AROUND THEIR DRIP LINES TO PREVENT INADVERTENT DAMAGE DURING CONSTRUCTION ACTIVITY.

LIGHTING/DESIGN

49. ANY PAD MOUNTED EQUIPMENT, TRANSFORMERS, GAS METERS, ETC. NEED TO BE PLACED ON THE PROJECT SITE, WHERE FEASIBLE, (NOT IN THE LANDSCAPE EASEMENT, OR RIGHT‐OF‐WAYS, ETC. SUBJECT TO PG&E OR THE ASSOCIATED UTILITY COMPANY’S APPROVAL) AND APPROPRIATELY SCREENED VIA SOLID FENCING OR WITH THE INCORPORATION OF LANDSCAPING.

PRIOR TO CONSTRUCTION

59. THE OWNER SHALL PROVIDE A FUNDING MECHANISM FOR THE ANNUAL MAINTENANCE AND OPERATION OF 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).

THIS FUNDING MECHANISM MAY CONSIST OF A SPECIAL TAX, ASSESSMENT DISTRICT, OR ENDOWMENT, AT THE DISCRETION OF THE CITY. IF THE PROJECT IS WITHIN A CURRENT FINANCE MECHANISM SUCH AS BENEFIT ASSESSMENT DISTRICT NO. 1, OR CFD 2018‐1; AN EXPENDITURE/REVENUE ANALYSIS SHOULD BE COMPLETED IF THE

NUMBER OF UNITS OR NUMBER 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 BE ALLOCATED PROPORTIONATELY AGAINST THE INDIVIDUAL LOTS IN ACCORDANCE WITH THE BENEFITS RECEIVED. ANNUAL ADJUSTMENTS SHALL BE APPLIED IN ACCORDANCE WITH THE CONSUMER PRICE INDEX PLUS 3% AS DETERMINED BY THE CITY TO ADJUST THE TAX FOR INFLATION AS NEEDED TO MEET ANY ACTUAL INCREASED COSTS. ANNEXATION OF THE PROJECT PROPERTY INTO A MAINTENANCE CFD 2018‐1 WOULD SATISFY THIS CONDITION.

64. ALL UTILITY TIE‐IN AND TRENCHING WITHIN PUBLIC RIGHT OF WAY SHALL REQUIRE A CITY OF LINCOLN ENCROACHMENT PERMIT.

DURING CONSTRUCTION

70. THE APPLICANT MAY PLACE A TEMPORARY SALES BUILDING ON THE PROJECT SITE DURING PROJECT CONSTRUCTION, SUBJECT TO APPROVAL OF THE COMMUNITY DEVELOPMENT DEPARTMENT. THE APPLICANT 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. 30900 | FERRARI PAVILION CONDITIONS OF APPROVAL
(RESOLUTION NO. 2023-15)
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TS-1
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SCALE TRAFFIC SIGNAL PLAN FERRARI RANCH ROAD AT PAVILION CENTER DESIGN,INC. 186

WATER TIGHT

CORDGRIP
TS-2
SHEET
SCALE TRAFFIC SIGNAL PLAN FERRARI RANCH ROAD AT PAVILION CENTER DESIGN,INC. 187
TS-3
SHEET
SCALE TRAFFIC SIGNAL INTERCONNECT PLAN FERRARI RANCH ROAD AT PAVILION CENTER DESIGN,INC. 188
ATTACHMENT 5
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SUBJECT: Adopt a Resolution Authorizing the City Manager to Enter into a Three-Year Contract with Foothill Vegetation Management for Trail Maintenance Services Ending June 30, 2028, in an Amount not to Exceed $361,446. (Matthew Medill)
SUBMITTED BY: Scott Boynton
DEPARTMENT: Public Works
DATE: December 9, 2025
Item Number 9.D
STAFF RECOMMENDATION:

Staff recommends that the City Council adopt a resolution authorizing the City Manager to enter into a three-year contract with Foothill Vegetation Management for trail maintenance services, ending June 30, 2028, in an amount not to exceed $361,446. The contract for services includes current services as well as new and upcoming services for additional trails and service areas.

FINDINGS/ANALYSIS:

The current scope of services outlined in the original Request for Proposals (RFP) remains unchanged and includes a 2.5% escalation effective on July 1, 2025, July 1, 2026, and July 1, 2027. The current costs for services include supplemental and additional services as needed throughout the three-year term. Effective with the 2025–2026 fiscal year, any trails accepted into the City’s maintenance program will be billed monthly at $220 per mile, subject to an annual 2.5% escalation in future years. The final term of the three-year contract will end on June 30, 2028.

Fiscal Year
Total Annual
Contract Value
Current Scope
Annual PO
Supplemental
Misc/Repairs
Total Remaining
Contract
Capacity
2025-2026 $87,310
$32,310 (6
Months)
$20,000 $35,000
2026-2027 $131,240 $66,240 $25,000 $40,000
2027-2028 $142,896 $67,896 $30,000 $45,000
Total Not-toExceed Contract
Value
$361,446
Remaining Notto-Exceed
Contract
Capacity
$120,000

STAFF REPORT
204
Consequently, staff recommends the City Council adopt a resolution authorizing the City Manager to enter into a contract for trail maintenance with Foothill Vegetation Management for a three-year term ending June 30, 2028. Fees for services shall not exceed $361,446 and include current services as well as new and upcoming services for additional trails and service areas. The Contract allows for a 2.5% annual escalation through June 30, 2028.

Additional trail maintenance services will be paid from Community Facilities District (CFD) 2018-1 (Fund 285).

LEVINE ACT COMPLIANCE:

FISCAL IMPACT:

Funding for existing and all new infrastructure will be paid through Community Facilities District (CFD) 2018-1 (Fund 285). FY 2025/26 and FY 2026/27 budgets in Parks professional services within LLAD funds 2701 - 2732 and Fund 2760 are sufficient to cover the cost of the contract for those areas maintained by those particular funds.

ATTACHMENTS:

ATTACHMENT 1 Resolution.docx
ATTACHMENT 2 Foothill Vegetation Mgt Contract 2025.pdf
ATTACHMENT 3 RFP 05202021-02 Landscape Services.pdf
ATTACHMENT 4 Foothill Vegetation Mgt Contract 2021.pdf
ATTACHMENT 5 Trail Map.pdf
205
Resolution No. 2025-

RESOLUTION 2025-

A RESOLUTION AUTHORIZING THE CITY MANAGER TO EXECUTE A CONTRACT AMENDMENT

TO THE TRAIL MAINTENANCE SERVICE CONTRACT WITH FOOTHILL VEGETATION MANAGEMENT WHEREAS, the City of Lincoln entered into a Trail Maintenance Services Contract with Foothill Vegetation Management on September 2, 2022, for a three-year term ending June 30, 2025, with the option to extend for one additional three-year term; and WHEREAS, the original contract authorized the option to renew for the final term; and WHEREAS, the City desires to exercise its option to extend the contract for the final threeyear term and establish specific budget authorization levels to align the trail maintenance contract with best management practices, with the term concluding on June 30, 2028; and WHEREAS, the scope of services remains consistent with the original Request for Proposals, and the contract provides for a 2.5% annual escalation effective each July 1 of the contract year though June 30, 2028; and
WHEREAS, the City currently maintains approximately ten miles of trails and continues to experience growth, and furthermore anticipates additional trails to be added for maintenance within the next twelve months and throughout this contract period; and WHEREAS, fees for services shall not exceed $361,446, which include current services as well as additional services for new trails as shown in the following table.

Fiscal Year
Total Annual
Contract
Value
Current Scope
Annual PO
Supplemental
Misc/Repairs
Total Remaining Contract
Capacity
2025-2026 $87,310 $32,310
(6 Months) $20,000 $35,000
2026-2027 $131,240 $66,240 $25,000 $40,000
2027-2028 $142,896 $67,896 $30,000 $45,000
Total Notto-Exceed
Contract
Value
$361,446
Remaining
Not-toExceed
Contract
Capacity
$120,000
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Resolution No. 2025-

NOW THEREFORE BE IT RESOLVED, that the City Council hereby authorizes the City Manager to execute an amendment to the contract with Foothill Vegetation Management to extend the Trail Maintenance Services Contract for the final three-year term ending June 30, 2028 with total fees for services not to exceed $361,446, inclusive of current services and additional services as required for new trail areas.

PASSED AND ADOPTED this 9
th day of December, 2025 by the following vote:

AYES: Councilmembers:

NOES: Councilmembers:

ABSENT: Councilmembers:

ABSTAIN: Councilmembers:
___________________________
Holly Andreatta, Mayor
ATTEST:

Hope Ithurburn, City Clerk
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SUBJECT: Filing of Fiscal Year 2025-26 Annual Reports for the City's Maintenance Community Facilities Districts. (Matthew Medill) SUBMITTED BY: Matthew Medill
DEPARTMENT: Public Works
DATE: December 9, 2025
Item Number 9.E
STAFF RECOMMENDATION:

Staff recommend City Council receive and file the Fiscal Year 2025-26 Annual Reports for the City’s Maintenance Community Facilities District Nos. 2004-1 (Storm Water Retention Basin Maintenance), 2004-2 (Auburn Ravine Improvement / McBean Park Open Space / Rodeo Grounds Open Space Preserve Maintenance District), and 2018-1 (City Maintenance Services).

BACKGROUND/INTRODUCTION:

A Resolution of Formation to form the City of Lincoln Community Facilities District No. 2004-1 (Storm Water Retention Basin Maintenance) (“CFD No. 2004-1”) was approved on September 14, 2004, by the Lincoln City Council (the “City Council”). CFD No. 2004-1 was created to provide a financing mechanism to fund the pro-rate portion of the annual cost to operate and maintain the Regional Storm Water Retention Basin (RSWRB) which services parcels within CFD No. 2004-1.

A Resolution of Formation to form the City of Lincoln Community Facilities District No. 2004-2 (Auburn Ravine Improvement / McBean Park Open Space / Rodeo Grounds Open Space Preserve Maintenance District) (“CFD No. 2004-2”) was approved on September 14, 2004 by the City Council. CFD No. 2004-2 was created to provide a financing mechanism to fund the annual cost for maintenance of open space areas to mitigate storm water runoff impacting parcels within CFD No. 2004-2.

A Resolution of Formation to form the City of Lincoln Community Facilities District No. 2018-1 (City Maintenance Services) (“CFD No. 2018-1”) was approved on October 9, 2018 by the City Council. CFD No. 2018-1 was created to provide a financing mechanism to fund the maintenance of City infrastructure such as landscaping, parks, open space, street lighting, and stormwater quality and drainage facilities. The CFD No. 2018-1 tax is separated into two components: “Citywide Services” and “Localized Services”. The improvements funded under Citywide Services include costs associated with Community Parks, Regional Parks, Major Roadway Streetlighting and Traffic Signals, Stormwater facilities, Major Roadway Landscaping, and Open Space areas. The improvements funded under Localized Services

STAFF REPORT
282
include costs associated with Neighborhood Parks, Neighborhood Landscaping, Local Street Maintenance, Local Streetlighting, and Stormwater Improvements.

CFD No. 2018-1 was formed with the Twelve Bridges – Village 11 project as the initial boundaries of the CFD. CFD No. 2018-1 also includes a future annexation area which is contiguous to the City’s sphere of influence. As new projects in the City are annexed into CFD No. 2018-1 to satisfy conditions of approval related to City maintenance services, they are assigned a tax zone to fund each project’s respective share of Citywide Services and Localized Services. For the purposes of the Fiscal Year 2025-26 property tax roll, the CFD is made up of thirty-one (31) developments which are contained within the boundaries of the following twenty-three (23) tax zones for CFD No. 2018-1:
· Tax Zone 1 – Twelve Bridges Village 11
· Tax Zone 2 – Twelve Bridges Villages 2A, 2B, and 2C
· Tax Zone 3 – Independence
· Tax Zone 4 – Lakeside 6 (Phases 7 & 8)
· Tax Zone 5 – Twelve Bridges Village 1
· Tax Zone 6 – Education Foundation
· Tax Zone 7 – Lincoln Crossing Village 11
· Tax Zone 8 – Twelve Bridges Village 10
· Tax Zone 9 – Cresleigh Grove
· Tax Zone 10 – Twelve Bridges Village 25
· Tax Zone 11 – Meadowlands
· Tax Zone 12 – Turkey Creek Estates
· Tax Zone 13 – Esplanade at Turkey Creek
· Tax Zone 14 – Fullerton Ranch
· Tax Zone 15 – Lincoln Meadows
· Tax Zone 16 – 871 Sterling Parkway, East 10th Street, 1401 Aviation Blvd, 583 F Street, Auburn Ravine Center, 12 Bridges Arco BP, and Ferrari Pavilion · Tax Zone 17 – Twelve Bridges Village 4A/4B
· Tax Zone 18 – Twelve Bridges Village 3A/3B, Magnolia Village, and Hidden Hills. · Tax Zone 19 – Twelve Bridges Village 27A/27B
· Tax Zone 20 – Joiner Ranch East
· Tax Zone 21a – Liberty at Lincoln Phase 1
· Tax Zone 21b – Liberty at Lincoln Phase 2
· Tax Zone 22 – Peery Property Phase 1
On June 24, 2025, the City Council adopted Resolution No. 2025-083 requesting that Placer County collect the special taxes for CFD No. 2004-1, CFD No. 2004-2, and CFD No. 2018-1 on the Fiscal Year 2025-26 County property tax roll. The special taxes for CFD No. 2004-1, CFD No. 2004-2, and CFD No. 2018-1 were successfully submitted to the County by the August 10th deadline and approved for placement on the Fiscal Year 2025-26 property tax roll.

The attached CFD Annual Reports include the Fiscal Year 2025-26 proposed budgets and final special tax rolls for each CFD. Also included as an Appendix in each Annual Report is the prior fiscal year’s (Fiscal Year 2024-25) AB 2109 Parcel Tax Report as required by the State Controller and the Fiscal Year 2024-25 revenue and expenditure report that complies with the requirements of the special tax accountability act.
283
FINDINGS/ANALYSIS:

The special tax amounts placed on the Fiscal Year 2025-26 property tax roll for CFD No. 2004-1 and CFD No. 2004-2 are $268,081.20 and $47,695.24, respectively. The amounts placed on the Fiscal Year 2025-26 property tax roll for CFD No. 2018-1 are summarized by Tax Zone in Attachment A.

ENVIRONMENTAL REVIEW:

This item is not subject to the California Environmental Quality Act (“CEQA”), as codified at Public Resources Code §§ 21000, et seq., and as further governed by 14 California Code of Regulations §§ 15000, et seq., because it is not a project as contemplated by 14 C.C.R. § 15378. Even if this item were subject to CEQA, the City Council finds this item exempt from the requirements of CEQA pursuant to 14 C.C.R. §15061(b)(3), because there is no possibility it will have a significant effect on the environment.

ATTACHMENTS:

Attachment A CFD No. 2018-1 Tax Zone.pdf
Attachment B CFD2004-1_FY2526_Annual Report.pdf
Attachment C CFD2004-2_FY2526_Annual Report.pdf
Attachment D CFD2018-1_FY2526_AnnRpt.pdf
284
Attachment A
CFD No. 2018-1 Tax Zone
CFD No. 2018-
1 Tax Zone
CFD No. 2018-1
Project Name(s)
FY 2025-26
Citywide
Revenue
FY 2025-26
Localized
Revenue
FY 2025-26
Total
Revenue
1 Twelve Bridges Village 11 $53,866.04 $73,526.00 $127,392.04 2 Twelve Bridges Villages 2A, 2B, and
2C $105,231.49 $136,153.61 $241,385.10
3 Independence $143,296.94 $550,379.42 $693,676.36
4 Lakeside 6 (Phases 7 & 8) $27,606.80 $39,514.30 $67,121.10 5 Twelve Bridges Village 1 $77,949.60 $130,245.60 $208,195.20 6 Education Foundation $23,060.09 $54,057.27 $77,117.36 7 Lincoln Crossing Village 11 $53,913.93 $20,035.75 $73,949.68 8 Twelve Bridges Village 10 $99,385.74 $167,935.86 $267,321.60 9 Cresleigh Grove $26,957.57 $35,455.11 $62,412.68
10 Twelve Bridges Village 25 $15,914.58 $41,908.36 $57,822.94 11 Meadowlands $88,017.84 $192,383.18 $280,401.02
12 Turkey Creek Estates $38,324.92 $57,544.82 $95,869.74 13 Esplanade at Turkey Creek $173,437.77 $466,191.33 $639,629.10 14 Fullerton Ranch $26,307.99 $61,421.49 $87,729.48
15 Lincoln Meadows $48,068.92 $119,771.96 $167,840.88
16 871 Sterling Pkwy, East 10th St, 1401
Aviation Blvd, 583 F St, Auburn
Ravine Center, 12 Bridges Arco BP,
Ferrari Pavilion
$20,687.48 $0.00 $20,687.48
17 Twelve Bridges Village 4A/4B $95,161.18 $26,422.24 $121,583.42 18 Twelve Bridges Village 3A/3B,
Magnolia Village, Hidden Hills $43,520.70 $6,834.78 $50,355.48 19 Twelve Bridges Village 27A/27B $42,872.16 $100,233.78 $143,105.94 20 Joiner Ranch East $5,521.41 $136,032.48 $141,553.89
21a Liberty at Lincoln Phase 1 $20,461.74 $684,392.74 $704,854.48 21b Liberty at Lincoln Phase 2 $0.00 $0.00 $0.00
22 Peery Property Phase 1 $0.00 $118,478.58 $118,478.58 Total CFD No. 2018-1 Revenue: $1,229,564.89 $3,218,918.66 $4,448,483.55 285
City of Lincoln
Community FaciliƟes District No. 2004-1
(Stormwater RetenƟon Basin Maintenance)
Fiscal Year 2025-26
Annual Report
November 2025
286
CITY OF LINCOLN FISCAL YEAR 2025-26
CFD 2004-1 (Storm Water Retention Basin Maintenance) TABLE OF CONTENTS i

TABLE OF CONTENTS
Page No.

Section I – Introduction .................................................................................................... 1 Section II – Cost Estimate ............................................................................................... 3 Section III – Calculation of Special Tax Levy .................................................................. 4 Appendix A – List of Authorized Services ..................................................................... A-1 Appendix B – Rate and Method of Apportionment of Special Tax ................................ B-1 Appendix C – Boundary Map ...................................................................................... C-1 Appendix D – Fiscal Year 2025-26 Final Special Tax Roll .......................................... D-1 Appendix E – Fiscal Year 2024-25 AB 2109 State Controller Parcel Tax Report ......... E-1 Appendix F – Fiscal Year 2024-25 Revenue and Expenditure Report ......................... F-1 287
CITY OF LINCOLN FISCAL YEAR 2025-26
CFD 2004-1 (Storm Water Retention Basin Maintenance) SECTION I 1 SECTION I

INTRODUCTION
A Resolution of Formation to form the City of Lincoln Community Facilities District No. 2004-1 (Storm Water Retention Basin Maintenance) (the “CFD”) was approved on September 14, 2004, by the City Council (the “City Council”) of the City of Lincoln (the “City”). The CFD was created to provide a financing mechanism to fund the pro-rata portion of the annual cost to operate and maintain the Regional Storm Water Retention Basin (RSWRB) which services parcels within the CFD.

The special tax can only be used for the operation, maintenance and servicing of authorized Services. See Appendix A for a more detailed description of the services provided.

This report provides a detailed description of the process used to calculate the Fiscal Year 2025-26 special tax levy for the CFD. The special taxes are calculated according to the “Rate and Method of Apportionment of Special Tax” (RMA) (see Appendix B) as adopted by the City Council in the Resolution forming the CFD. In addition, this report includes the Fiscal Year 2024-25 AB 2109 State Controller’s Parcel Tax Report (see Appendix E), and a Fiscal Year 2024-25 revenue and expenditure report that complies with the requirements of the special tax accountability act (see Appendix F).

BOUNDARIES OF THE CFD
The CFD includes portions of the Del Webb, Twelve Bridges, Sterling Pointe and Three D South developments. See Appendix C for a map showing the boundaries of the CFD.

Parcels designated for a public use or used exclusively by a homeowner’s association are considered tax-exempt. The following is a summary of the developments within the CFD.

Development Name
Twelve Bridges
Del Webb
Lawford
Maguire
Shadowbriar
Sun Holdings
Sterling & Lincoln Parkway
Taylor Properties
288
CITY OF LINCOLN FISCAL YEAR 2025-26
CFD 2004-1 (Storm Water Retention Basin Maintenance) SECTION I 2 AUTHORIZED SERVICES FINANCED BY THE CFD
The full and complete list of authorized services can be found in Appendix B. The following is a summary of the items funded by the CFD:
1) Operation and maintenance costs of the RSWRB, including but not limited to, all costs associated with repairs, direct and third-party management, regulatory compliance (e.g. monitoring and documenting storm water quality), scheduled maintenance and repair resulting from the anticipated operations as well as maintenance and repairs resulting from acts of God, theft, or vandalism. The funds will be utilized toward replacement costs of capital improvement items associated with the operation of the RSWRB.
2) Administrative expenses of the City in carrying out its duties with respect to the CFD including the levy and collection of the special taxes, fees and expenses of its counsel, an allocable share of the salaries of City general administration overhead related thereto, and all other costs and expenses of the City incurred in connection with the discharge of its duties in any way related to the administration of the CFD.
289
CITY OF LINCOLN FISCAL YEAR 2025-26
CFD 2004-1 (Storm Water Retention Basin Maintenance) SECTION II 3 SECTION II

COST ESTIMATE
The estimated annual costs for the CFD are those expenditures that must be funded in Fiscal Year 2025-26. The annual costs are composed of 1) Authorized services and 2) Administrative expenses.

Estimated Budget
FY 2025-26

REVENUES
Beginning Balance - July 1, 2025 $4,249,970
Special Taxes Placed on Property Tax Roll $268,081
TOTAL REVENUES $4,518,051

DIRECT COSTS
Maintenance, Monitoring, and Supplies $11,863
Miscellaneous Repairs $5,392
County Fees $2,681
Administration and Annual Reporting $3,453
TOTAL COSTS $23,389
FUND BALANCE INFORMATION1
Ending Balance - June 30, 2026 $4,494,663

CITY OF LINCOLN
CFD NO. 2004-1
(Storm Water Retention Basin Maintenance)

PROPOSED INCOME AND EXPENSE
1 Fund Balance is used for an operating reserve and to accumulate for the future replacement of the authorized improvements. 290
CITY OF LINCOLN FISCAL YEAR 2025-26
CFD 2004-1 (Storm Water Retention Basin Maintenance) SECTION III 4 SECTION III

CALCULATION OF SPECIAL TAX LEVY

CLASSIFICATION OF PARCELS
For each fiscal year, each parcel of land within the CFD is classified as Taxable or TaxExempt. The Taxable Properties are further assigned a number of Dwelling Units and/or Commercial Acreage. The parcel classifications for Fiscal Year 2025-26 are summarized in the table below.

No. of
Dwelling Commercial
Development Parcels Units Acreage
Twelve Bridges 990 791 88.93
Del Webb 223 223 N/A
Lawford 917 N/A 93.58
Maguire 184 184 N/A
Shadowbriar 789 789 N/A
Sun Holdings 7 N/A 21.00
Sterling & Lincoln Parkway 21 N/A 18.05
Taylor Properties 14 N/A 16.38

ASSIGNMENT OF MAXIMUM ANNUAL SPECIAL TAX
The maximum annual special tax rates increase each fiscal year by the change from the previous year in the June Consumer Price Index (CPI), San Francisco-Oakland-San Jose index published by the US Department of State, Bureau of Labor Statistics. The CPI increase over the Fiscal Year 2024-25 maximum special tax rates is 1.54%. The following table shows the Fiscal Year 2025-26 maximum special tax rates for each development. It should be noted that for developments in which the total actual number of Dwelling Units or Commercial Acres is less than the Expected Dwelling Units or Expected Commercial Acres shown in the formation RMA, the Maximum Special Tax is adjusted accordingly for that development.
291
CITY OF LINCOLN FISCAL YEAR 2025-26
CFD 2004-1 (Storm Water Retention Basin Maintenance) SECTION III 5 Development
Twelve Bridges $34.58 per Unit $292.13 per Acre
Del Webb $653.97 per Unit N/A N/A
Lawford $38.88 per Unit $328.51 per Acre
Maguire $18.41 per Unit N/A N/A
Shadowbriar $31.63 per Unit N/A N/A
Sun Holdings N/A N/A $176.33 per Acre
Sterling & Lincoln Parkway N/A N/A $179.87 per Acre
Taylor Properties N/A N/A $176.78 per Acre
FY 2025-26 Maximum Tax Rates
Dwelling
Units
Commercial
Acres
Parcel Category

CURRENT ANNUAL CFD REVENUE
The annual CFD revenue is the sum of the applied special taxes for all taxable parcels in the CFD. For Fiscal Year 2025-26, the special tax was levied at the maximum rates.

Based on the classifications and maximum special tax rates above, the CFD revenue for Fiscal Year 2025-26 is as follows:

No. of Amount of
Dwelling Commercial FY 2025-26
Development Units Acres CFD Revenue (1)
Twelve Bridges $34.58 per Unit $292.13 per Acre 791 88.93 $53,331.90 Del Webb $653.97 per Unit N/A N/A 223 N/A $145,835.31
Lawford $38.88 per Unit $328.51 per Acre 0 93.58 $30,741.97 Maguire $18.41 per Unit N/A N/A 184 N/A $3,387.44
Shadowbriar $31.63 per Unit N/A N/A 789 N/A $24,956.07
Sun Holdings N/A N/A $176.33 per Acre N/A 21.00 $3,702.93 Sterling & Lincoln Parkway N/A N/A $179.87 per Acre N/A 18.05 $3,246.65 Taylor Properties N/A N/A $176.78 per Acre N/A 16.38 $2,895.66 $268,097.93
(1) The Placer County Auditor-Controller requires that amounts submitted for placement on the property tax roll be in even pennies, therefore the amounts placed on the property tax roll may differ slightly from the revenue showed in the table.

Applied Special Tax
Commercial Acres
Parcel Category
Dwelling Units
Applied Special Tax
If the maximum annual CFD revenue is greater than the annual costs, the special tax can be reduced proportionately against the taxable parcels until the special tax levy is equal to an amount sufficient to cover the annual costs. 292
CITY OF LINCOLN FISCAL YEAR 2025-26
CFD 2004-1 (Storm Water Retention Basin Maintenance) APPENDIX A A-1

APPENDIX A

LIST OF AUTHORIZED SERVICES
293
294
CITY OF LINCOLN FISCAL YEAR 2025-26
CFD 2004-1 (Storm Water Retention Basin Maintenance) APPENDIX B B-1

APPENDIX B

RATE AND METHOD OF APPORTIONMENT OF SPECIAL TAX
295
296
297
298
299
300
CITY OF LINCOLN FISCAL YEAR 2025-26
CFD 2004-1 (Storm Water Retention Basin Maintenance) APPENDIX C C-1

APPENDIX C

BOUNDARY MAP
301
City of Lincoln
Community Facilities District No. 2004-1 (Storm Water Retention Basin Maintenance)Boundary Map Legend Lincoln City LimitsParcelsTwelve BridgesDel WebbLawfordMaguire (Centex)ShadowbriarSun HoldingsSterling & LincolnTaylor Properties ¯
0 3,200 6,400
Feet
as of July 1, 2025
302
CITY OF LINCOLN FISCALYEAR 2025-26
CFD 2004-1 (Storm Water Retention Basin Maintenance) APPENDIX D D-1

APPENDIX D
FISCAL YEAR 2025-26 FINAL SPECIAL TAX ROLL
303

CITY OF LINCOLN
COMMUNITY FACILITIES DISTRICT No. 2004-1

STORM WATER RETENTION BASIN MAINTENANCE
Fiscal Year 2025-26 Special Tax Roll
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
009-210-001 700 NANCE CT $18.40 MAGR
009-210-002 702 NANCE CT $18.40 MAGR
009-210-003 704 NANCE CT $18.40 MAGR
009-210-004 1995 DELOUCH DR $18.40 MAGR
009-210-005 1983 DELOUCH DR $18.40 MAGR
009-210-006 1971 DELOUCH DR $18.40 MAGR
009-210-007 1959 DELOUCH DR $18.40 MAGR
009-210-008 1947 DELOUCH DR $18.40 MAGR
009-210-009 1935 DELOUCH DR $18.40 MAGR
009-210-010 1923 DELOUCH DR $18.40 MAGR
009-210-011 1911 DELOUCH DR $18.40 MAGR
009-210-012 1899 DELOUCH DR $18.40 MAGR
009-210-013 1887 DELOUCH DR $18.40 MAGR
009-210-014 1875 DELOUCH DR $18.40 MAGR
009-210-015 1863 DELOUCH DR $18.40 MAGR
009-210-016 1851 DELOUCH DR $18.40 MAGR
009-210-017 1839 DELOUCH DR $18.40 MAGR
009-210-018 1827 DELOUCH DR $18.40 MAGR
009-210-019 1815 DELOUCH DR $18.40 MAGR
009-210-020 1791 DELOUCH DR $18.40 MAGR
009-210-021 1779 DELOUCH DR $18.40 MAGR
009-210-022 1767 DELOUCH DR $18.40 MAGR
009-210-023 1755 DELOUCH DR $18.40 MAGR
009-210-024 1743 DELOUCH DR $18.40 MAGR
009-210-025 1653 PORTELLO WY $18.40 MAGR
009-210-026 1637 PORTELLO WY $18.40 MAGR
009-210-027 1621 PORTELLO WY $18.40 MAGR
009-210-028 1605 PORTELLO WY $18.40 MAGR
009-210-029 1589 PORTELLO WY $18.40 MAGR
009-210-030 1573 PORTELLO WY $18.40 MAGR
009-210-031 1557 PORTELLO WY $18.40 MAGR
009-210-032 1541 PORTELLO WY $18.40 MAGR
009-210-033 1740 DELOUCH DR $18.40 MAGR
009-210-034 1752 DELOUCH DR $18.40 MAGR
009-210-035 1764 DELOUCH DR $18.40 MAGR
009-210-036 1800 DELOUCH DR $18.40 MAGR
009-210-037 1812 DELOUCH DR $18.40 MAGR
009-210-038 1824 DELOUCH DR $18.40 MAGR
009-210-039 1836 DELOUCH DR $18.40 MAGR
009-210-040 1848 DELOUCH DR $18.40 MAGR
009-210-041 1860 DELOUCH DR $18.40 MAGR
009-210-042 1872 DELOUCH DR $18.40 MAGR
009-220-001 101 ASTI CT $18.40 MAGR
009-220-002 103 ASTI CT $18.40 MAGR
009-220-003 105 ASTI CT $18.40 MAGR
009-220-004 107 ASTI CT $18.40 MAGR
009-220-005 109 ASTI CT $18.40 MAGR
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
009-220-006 111 ASTI CT $18.40 MAGR
009-220-007 113 ASTI CT $18.40 MAGR
009-220-008 112 ASTI CT $18.40 MAGR
009-220-009 110 ASTI CT $18.40 MAGR
009-220-010 108 ASTI CT $18.40 MAGR
009-220-011 106 ASTI CT $18.40 MAGR
009-220-012 104 ASTI CT $18.40 MAGR
009-220-013 102 ASTI CT $18.40 MAGR
009-220-014 100 ASTI CT $18.40 MAGR
009-220-015 201 ARISTA CT $18.40 MAGR
009-220-016 203 ARISTA CT $18.40 MAGR
009-220-017 205 ARISTA CT $18.40 MAGR
009-220-018 207 ARISTA CT $18.40 MAGR
009-220-019 209 ARISTA CT $18.40 MAGR
009-220-020 211 ARISTA CT $18.40 MAGR
009-220-021 208 ARISTA CT $18.40 MAGR
009-220-022 206 ARISTA CT $18.40 MAGR
009-220-023 204 ARISTA CT $18.40 MAGR
009-220-024 1564 PORTELLO WY $18.40 MAGR
009-220-025 1580 PORTELLO WY $18.40 MAGR
009-220-026 1596 PORTELLO WY $18.40 MAGR
009-220-027 303 ARMIDA CT $18.40 MAGR
009-220-028 305 ARMIDA CT $18.40 MAGR
009-230-001 304 ARMIDA CT $18.40 MAGR
009-230-002 302 ARMIDA CT $18.40 MAGR
009-230-003 300 ARMIDA CT $18.40 MAGR
009-230-004 1644 PORTELLO WY $18.40 MAGR
009-230-005 1660 PORTELLO WY $18.40 MAGR
009-230-006 1676 PORTELLO WY $18.40 MAGR
009-230-007 1692 PORTELLO WY $18.40 MAGR
009-230-008 1708 PORTELLO WY $18.40 MAGR
009-230-009 1724 PORTELLO WY $18.40 MAGR
009-230-010 1740 PORTELLO WY $18.40 MAGR
009-230-011 1756 PORTELLO WY $18.40 MAGR
009-230-012 1772 PORTELLO WY $18.40 MAGR
009-230-013 1788 PORTELLO WY $18.40 MAGR
009-230-014 1804 PORTELLO WY $18.40 MAGR
009-230-015 1820 PORTELLO WY $18.40 MAGR
009-230-016 1836 PORTELLO WY $18.40 MAGR
009-230-017 1852 PORTELLO WY $18.40 MAGR
009-230-018 1868 PORTELLO WY $18.40 MAGR
009-230-019 1920 DELOUCH DR $18.40 MAGR
009-230-020 1932 DELOUCH DR $18.40 MAGR
009-230-021 1944 DELOUCH DR $18.40 MAGR
009-230-022 501 LA CRENA CT $18.40 MAGR
009-230-023 503 LA CRENA CT $18.40 MAGR
009-230-024 505 LA CRENA CT $18.40 MAGR
1 10/28/25
304

CITY OF LINCOLN
COMMUNITY FACILITIES DISTRICT No. 2004-1

STORM WATER RETENTION BASIN MAINTENANCE
Fiscal Year 2025-26 Special Tax Roll
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
009-230-025 507 LA CRENA CT $18.40 MAGR
009-230-026 504 LA CRENA CT $18.40 MAGR
009-230-027 502 LA CRENA CT $18.40 MAGR
009-230-028 500 LA CRENA CT $18.40 MAGR
009-230-029 601 MAZZOLO DR $18.40 MAGR
009-230-030 593 MAZZOLO DR $18.40 MAGR
009-230-031 585 MAZZOLO DR $18.40 MAGR
009-230-032 1829 PORTELLO WY $18.40 MAGR
009-230-033 1813 PORTELLO WY $18.40 MAGR
009-230-034 1797 PORTELLO WY $18.40 MAGR
009-230-035 1781 PORTELLO WY $18.40 MAGR
009-230-036 1765 PORTELLO WY $18.40 MAGR
009-230-037 1749 PORTELLO WY $18.40 MAGR
009-230-038 1733 PORTELLO WY $18.40 MAGR
009-230-039 632 TOAD HOLLOW DR $18.40 MAGR
009-230-040 640 TOAD HOLLOW DR $18.40 MAGR
009-230-041 648 TOAD HOLLOW DR $18.40 MAGR
009-230-042 656 TOAD HOLLOW DR $18.40 MAGR
009-230-043 651 TOAD HOLLOW DR $18.40 MAGR
009-230-044 643 TOAD HOLLOW DR $18.40 MAGR
009-230-045 635 TOAD HOLLOW DR $18.40 MAGR
009-230-046 627 TOAD HOLLOW DR $18.40 MAGR
009-230-047 1685 PORTELLO WY $18.40 MAGR
009-230-048 1669 PORTELLO WY $18.40 MAGR
009-230-049 1884 DELOUCH DR $18.40 MAGR
009-240-001 1884 PORTELLO WY $18.40 MAGR
009-240-002 1900 PORTELLO WY $18.40 MAGR
009-240-003 1916 PORTELLO WY $18.40 MAGR
009-240-004 1932 PORTELLO WY $18.40 MAGR
009-240-005 550 TARA BELLA DR $18.40 MAGR
009-240-006 558 TARA BELLA DR $18.40 MAGR
009-240-007 566 TARA BELLA DR $18.40 MAGR
009-240-008 574 TARA BELLA DR $18.40 MAGR
009-240-009 582 TARA BELLA DR $18.40 MAGR
009-240-010 590 TARA BELLA DR $18.40 MAGR
009-240-012 606 TARA BELLA DR $18.40 MAGR
009-240-013 614 TARA BELLA DR $18.40 MAGR
009-240-014 622 TARA BELLA DR $18.40 MAGR
009-240-015 630 TARA BELLA DR $18.40 MAGR
009-240-016 638 TARA BELLA DR $18.40 MAGR
009-240-017 646 TARA BELLA DR $18.40 MAGR
009-240-018 654 TARA BELLA DR $18.40 MAGR
009-240-019 662 TARA BELLA DR $18.40 MAGR
009-240-020 670 TARA BELLA DR $18.40 MAGR
009-240-021 678 TARA BELLA DR $18.40 MAGR
009-240-022 686 TARA BELLA DR $18.40 MAGR
009-240-023 675 TARA BELLA DR $18.40 MAGR
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
009-240-024 667 TARA BELLA DR $18.40 MAGR
009-240-025 659 TARA BELLA DR $18.40 MAGR
009-240-026 651 TARA BELLA DR $18.40 MAGR
009-240-027 643 TARA BELLA DR $18.40 MAGR
009-240-028 635 TARA BELLA DR $18.40 MAGR
009-240-029 627 TARA BELLA DR $18.40 MAGR
009-240-030 619 TARA BELLA DR $18.40 MAGR
009-240-031 611 TARA BELLA DR $18.40 MAGR
009-240-032 603 TARA BELLA DR $18.40 MAGR
009-240-033 595 TARA BELLA DR $18.40 MAGR
009-240-034 587 TARA BELLA DR $18.40 MAGR
009-240-035 579 TARA BELLA DR $18.40 MAGR
009-240-036 571 TARA BELLA DR $18.40 MAGR
009-240-037 563 TARA BELLA DR $18.40 MAGR
009-240-038 555 TARA BELLA DR $18.40 MAGR
009-240-039 547 TARA BELLA DR $18.40 MAGR
009-240-040 1957 PORTELLO WY $18.40 MAGR
009-240-041 1941 PORTELLO WY $18.40 MAGR
009-240-042 1925 PORTELLO WY $18.40 MAGR
009-240-043 1909 PORTELLO WY $18.40 MAGR
009-240-044 580 MAZZOLO DR $18.40 MAGR
009-240-045 588 MAZZOLO DR $18.40 MAGR
009-240-046 596 MAZZOLO DR $18.40 MAGR
009-240-047 604 MAZZOLO DR $18.40 MAGR
009-240-048 612 MAZZOLO DR $18.40 MAGR
009-240-049 620 MAZZOLO DR $18.40 MAGR
009-240-050 628 MAZZOLO DR $18.40 MAGR
009-240-051 636 MAZZOLO DR $18.40 MAGR
009-240-052 644 MAZZOLO DR $18.40 MAGR
009-240-053 652 MAZZOLO DR $18.40 MAGR
009-240-054 660 MAZZOLO DR $18.40 MAGR
009-240-055 668 MAZZOLO DR $18.40 MAGR
009-250-001 1948 PORTELLO WY $18.40 MAGR
009-250-002 1964 PORTELLO WY $18.40 MAGR
009-250-003 1980 PORTELLO WY $18.40 MAGR
009-250-004 401 TARA BELLA PL $18.40 MAGR
009-250-005 403 TARA BELLA PL $18.40 MAGR
009-250-006 405 TARA BELLA PL $18.40 MAGR
009-250-007 408 TARA BELLA PL $18.40 MAGR
009-250-008 406 TARA BELLA PL $18.40 MAGR
009-250-009 404 TARA BELLA PL $18.40 MAGR
009-250-010 402 TARA BELLA PL $18.40 MAGR
009-250-011 400 TARA BELLA PL $18.40 MAGR
329-010-032 1900 DRESDEN DR $3,008.98 12BRG
329-010-046 640 TWELVE BRIDGES $584.26 12BRG
329-010-047 630 TWELVE BRIDGES $321.34 12BRG
329-010-048 720 TWELVE BRIDGES $321.34 12BRG
2 10/28/25
305

CITY OF LINCOLN
COMMUNITY FACILITIES DISTRICT No. 2004-1

STORM WATER RETENTION BASIN MAINTENANCE
Fiscal Year 2025-26 Special Tax Roll
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-010-049 700 TWELVE BRIDGES $642.70 12BRG
329-010-062 850 RED ROCK RD $2,074.16 12BRG
329-010-066 $584.26 12BRG
329-010-075 610 TWELVE BRIDGES $584.26 12BRG
329-010-076 750 RED ROCK RD $1,898.86 12BRG
329-010-077 658 RED ROCK RD $2,395.50 12BRG
329-010-080 1300 DRESDEN DR $2,453.92 12BRG
329-010-087 $216.18 12BRG
329-010-088 657 RED ROCK RD $689.44 12BRG
329-010-093 $452.80 12BRG
329-010-094 $8,430.84 12BRG
329-140-001 800 BURKEVILLE RD $59.12 LWF
329-140-002 813 HOPKINS ST $72.26 LWF
329-140-003 825 HOPKINS ST $52.56 LWF
329-140-004 837 HOPKINS ST $42.70 LWF
329-140-005 849 HOPKINS ST $42.70 LWF
329-140-006 861 HOPKINS ST $49.28 LWF
329-140-007 873 HOPKINS ST $49.28 LWF
329-140-008 885 HOPKINS ST $42.70 LWF
329-140-009 805 CHISELVILLE LN $62.42 LWF
329-140-010 793 CHISELVILLE LN $55.84 LWF
329-140-011 781 CHISELVILLE LN $52.56 LWF
329-140-012 769 CHISELVILLE LN $45.98 LWF
329-140-013 757 CHISELVILLE LN $39.42 LWF
329-140-014 745 CHISELVILLE LN $39.42 LWF
329-140-015 733 CHISELVILLE LN $39.42 LWF
329-140-016 721 CHISELVILLE LN $39.42 LWF
329-140-017 709 CHISELVILLE LN $36.14 LWF
329-140-018 697 CHISELVILLE LN $36.14 LWF
329-140-019 685 CHISELVILLE LN $36.14 LWF
329-140-020 673 CHISELVILLE LN $32.84 LWF
329-140-021 661 CHISELVILLE LN $32.84 LWF
329-140-022 649 CHISELVILLE LN $36.14 LWF
329-140-023 637 CHISELVILLE LN $36.14 LWF
329-140-024 625 CHISELVILLE LN $32.84 LWF
329-140-025 613 CHISELVILLE LN $32.84 LWF
329-140-026 601 CHISELVILLE LN $32.84 LWF
329-140-027 589 CHISELVILLE LN $32.84 LWF
329-140-028 577 CHISELVILLE LN $36.14 LWF
329-140-029 487 RIVER ST $42.70 LWF
329-140-030 475 RIVER ST $36.14 LWF
329-140-031 463 RIVER ST $39.42 LWF
329-140-032 452 RIVER ST $36.14 LWF
329-140-033 464 RIVER ST $36.14 LWF
329-140-034 476 RIVER ST $36.14 LWF
329-140-035 488 RIVER ST $36.14 LWF
329-140-036 500 RIVER ST $36.14 LWF
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-140-037 512 RIVER ST $36.14 LWF
329-140-038 524 RIVER ST $36.14 LWF
329-140-039 536 RIVER ST $36.14 LWF
329-140-040 548 RIVER ST $68.98 LWF
329-140-041 560 RIVER ST $52.56 LWF
329-140-042 572 RIVER ST $36.14 LWF
329-140-043 584 RIVER ST $32.84 LWF
329-140-044 596 RIVER ST $32.84 LWF
329-140-045 608 RIVER ST $32.84 LWF
329-140-046 620 RIVER ST $32.84 LWF
329-140-047 632 RIVER ST $32.84 LWF
329-140-048 644 RIVER ST $32.84 LWF
329-140-049 656 RIVER ST $32.84 LWF
329-140-050 668 RIVER ST $36.14 LWF
329-140-051 680 BURKEVILLE RD $36.14 LWF
329-140-052 692 BURKEVILLE RD $32.84 LWF
329-140-053 704 BURKEVILLE RD $32.84 LWF
329-140-054 716 BURKEVILLE RD $32.84 LWF
329-140-055 728 BURKEVILLE RD $32.84 LWF
329-140-056 740 BURKEVILLE RD $32.84 LWF
329-140-057 752 BURKEVILLE RD $36.14 LWF
329-140-058 764 BURKEVILLE RD $39.42 LWF
329-140-059 776 BURKEVILLE RD $42.70 LWF
329-140-060 788 BURKEVILLE RD $49.28 LWF
329-140-061 803 BURKEVILLE RD $59.12 LWF
329-140-062 791 BURKEVILLE RD $45.98 LWF
329-140-063 779 BURKEVILLE RD $42.70 LWF
329-140-064 767 BURKEVILLE RD $39.42 LWF
329-140-065 755 BURKEVILLE RD $39.42 LWF
329-140-066 743 BURKEVILLE RD $39.42 LWF
329-140-067 731 BURKEVILLE RD $36.14 LWF
329-140-068 719 BURKEVILLE RD $32.84 LWF
329-140-069 707 BURKEVILLE RD $32.84 LWF
329-140-070 695 BURKEVILLE RD $32.84 LWF
329-140-071 683 BURKEVILLE RD $32.84 LWF
329-140-072 671 BURKEVILLE RD $32.84 LWF
329-140-073 659 BURKEVILLE RD $39.42 LWF
329-140-074 647 RIVER ST $39.42 LWF
329-140-075 635 RIVER ST $36.14 LWF
329-140-076 623 RIVER ST $36.14 LWF
329-140-077 611 RIVER ST $36.14 LWF
329-140-078 599 RIVER ST $36.14 LWF
329-140-079 587 RIVER ST $36.14 LWF
329-140-080 575 RIVER ST $36.14 LWF
329-140-081 563 RIVER ST $52.56 LWF
329-140-082 570 CHISELVILLE LN $39.42 LWF
329-140-083 582 CHISELVILLE LN $36.14 LWF
3 10/28/25
306

CITY OF LINCOLN
COMMUNITY FACILITIES DISTRICT No. 2004-1

STORM WATER RETENTION BASIN MAINTENANCE
Fiscal Year 2025-26 Special Tax Roll
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-140-084 594 CHISELVILLE LN $32.84 LWF
329-140-085 606 CHISELVILLE LN $32.84 LWF
329-140-086 618 CHISELVILLE LN $32.84 LWF
329-140-087 630 CHISELVILLE LN $32.84 LWF
329-140-088 642 CHISELVILLE LN $32.84 LWF
329-140-089 654 CHISELVILLE LN $36.14 LWF
329-140-090 660 CHISELVILLE LN $36.14 LWF
329-140-091 672 CHISELVILLE LN $32.84 LWF
329-140-092 684 CHISELVILLE LN $32.84 LWF
329-140-093 696 CHISELVILLE LN $32.84 LWF
329-140-094 708 CHISELVILLE LN $36.14 LWF
329-140-095 720 CHISELVILLE LN $39.42 LWF
329-140-096 732 CHISELVILLE LN $39.42 LWF
329-140-097 744 CHISELVILLE LN $36.14 LWF
329-140-098 756 CHISELVILLE LN $39.42 LWF
329-140-099 768 CHISELVILLE LN $42.70 LWF
329-140-100 780 CHISELVILLE LN $49.28 LWF
329-140-101 792 CHISELVILLE LN $42.70 LWF
329-140-102 804 CHISELVILLE LN $39.42 LWF
329-150-001 392 RIVER ST $36.14 LWF
329-150-002 380 RIVER ST $32.84 LWF
329-150-003 368 RIVER ST $32.84 LWF
329-150-004 356 RIVER ST $36.14 LWF
329-150-005 344 RIVER ST $39.42 LWF
329-150-006 332 RIVER ST $36.14 LWF
329-150-007 320 RIVER ST $36.14 LWF
329-150-008 308 RIVER ST $55.84 LWF
329-150-009 561 PAPERMILL RD $52.56 LWF
329-150-010 573 PAPERMILL RD $36.14 LWF
329-150-011 585 PAPERMILL RD $32.84 LWF
329-150-012 597 PAPERMILL RD $32.84 LWF
329-150-013 609 PAPERMILL RD $32.84 LWF
329-150-014 621 PAPERMILL RD $32.84 LWF
329-150-015 633 PAPERMILL RD $32.84 LWF
329-150-016 645 PAPERMILL RD $32.84 LWF
329-150-017 657 PAPERMILL RD $32.84 LWF
329-150-018 669 PAPERMILL RD $32.84 LWF
329-150-019 681 PAPERMILL RD $32.84 LWF
329-150-020 693 PAPERMILL RD $36.14 LWF
329-150-021 1300 STARK BRIDGE RD $36.14 LWF
329-150-022 1312 STARK BRIDGE RD $32.84 LWF
329-150-023 1324 STARK BRIDGE RD $32.84 LWF
329-150-024 1336 STARK BRIDGE RD $32.84 LWF
329-150-025 1348 STARK BRIDGE RD $32.84 LWF
329-150-026 1360 STARK BRIDGE RD $32.84 LWF
329-150-027 1372 STARK BRIDGE RD $32.84 LWF
329-150-028 1384 STARK BRIDGE RD $32.84 LWF
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-150-029 1396 STARK BRIDGE RD $32.84 LWF
329-150-030 1408 STARK BRIDGE RD $32.84 LWF
329-150-031 1420 STARK BRIDGE RD $32.84 LWF
329-150-032 1432 STARK BRIDGE RD $36.14 LWF
329-150-033 1437 STARK BRIDGE RD $36.14 LWF
329-150-034 1425 STARK BRIDGE RD $32.84 LWF
329-150-035 1413 STARK BRIDGE RD $32.84 LWF
329-150-036 1401 STARK BRIDGE RD $32.84 LWF
329-150-037 1389 STARK BRIDGE RD $32.84 LWF
329-150-038 1377 STARK BRIDGE RD $32.84 LWF
329-150-039 1365 STARK BRIDGE RD $32.84 LWF
329-150-040 1353 STARK BRIDGE RD $32.84 LWF
329-150-041 1341 STARK BRIDGE RD $32.84 LWF
329-150-042 1329 STARK BRIDGE RD $36.14 LWF
329-150-043 1317 STARK BRIDGE RD $36.14 LWF
329-150-044 710 PAPERMILL RD $36.14 LWF
329-150-045 698 PAPERMILL RD $32.84 LWF
329-150-046 686 PAPERMILL RD $32.84 LWF
329-150-047 674 PAPERMILL RD $32.84 LWF
329-150-048 662 PAPERMILL RD $32.84 LWF
329-150-049 650 PAPERMILL RD $32.84 LWF
329-150-050 638 PAPERMILL RD $32.84 LWF
329-150-051 626 PAPERMILL RD $32.84 LWF
329-150-052 614 PAPERMILL RD $32.84 LWF
329-150-053 602 PAPERMILL RD $32.84 LWF
329-150-054 590 PAPERMILL RD $36.14 LWF
329-150-055 578 PAPERMILL RD $59.12 LWF
329-150-056 547 LOVEJOY LN $45.98 LWF
329-150-057 559 LOVEJOY LN $39.42 LWF
329-150-058 571 LOVEJOY LN $42.70 LWF
329-150-059 583 LOVEJOY LN $32.84 LWF
329-150-060 595 LOVEJOY LN $32.84 LWF
329-150-061 607 LOVEJOY LN $32.84 LWF
329-150-062 619 LOVEJOY LN $36.14 LWF
329-150-063 631 LOVEJOY LN $36.14 LWF
329-150-064 643 LOVEJOY LN $36.14 LWF
329-150-065 655 LOVEJOY LN $36.14 LWF
329-150-066 667 LOVEJOY LN $36.14 LWF
329-150-067 679 LOVEJOY LN $36.14 LWF
329-150-068 691 LOVEJOY LN $36.14 LWF
329-150-069 703 LOVEJOY LN $39.42 LWF
329-150-070 720 LOVEJOY LN $36.14 LWF
329-150-071 708 LOVEJOY LN $36.14 LWF
329-150-072 696 LOVEJOY LN $36.14 LWF
329-150-073 684 LOVEJOY LN $36.14 LWF
329-150-074 672 LOVEJOY LN $36.14 LWF
329-150-075 660 LOVEJOY LN $36.14 LWF
4 10/28/25
307

CITY OF LINCOLN
COMMUNITY FACILITIES DISTRICT No. 2004-1

STORM WATER RETENTION BASIN MAINTENANCE
Fiscal Year 2025-26 Special Tax Roll
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-150-076 648 LOVEJOY LN $36.14 LWF
329-150-077 636 LOVEJOY LN $36.14 LWF
329-150-078 624 LOVEJOY LN $36.14 LWF
329-150-079 612 LOVEJOY LN $36.14 LWF
329-150-080 600 LOVEJOY LN $36.14 LWF
329-150-081 588 LOVEJOY LN $36.14 LWF
329-150-082 576 LOVEJOY LN $36.14 LWF
329-150-083 564 LOVEJOY LN $39.42 LWF
329-150-084 552 LOVEJOY LN $39.42 LWF
329-150-085 540 LOVEJOY LN $52.56 LWF
329-160-001 1305 STARK BRIDGE RD $36.14 LWF
329-160-002 1293 STARK BRIDGE RD $32.84 LWF
329-160-003 1281 STARK BRIDGE RD $32.84 LWF
329-160-004 1269 STARK BRIDGE RD $32.84 LWF
329-160-005 1257 STARK BRIDGE RD $32.84 LWF
329-160-006 1245 STARK BRIDGE RD $32.84 LWF
329-160-007 1233 STARK BRIDGE RD $36.14 LWF
329-160-008 1221 STARK BRIDGE RD $36.14 LWF
329-160-009 1209 STARK BRIDGE RD $36.14 LWF
329-160-010 1197 STARK BRIDGE RD $36.14 LWF
329-160-011 1185 STARK BRIDGE RD $36.14 LWF
329-160-012 1173 STARK BRIDGE RD $36.14 LWF
329-160-013 1161 STARK BRIDGE RD $36.14 LWF
329-160-014 1149 STARK BRIDGE RD $68.98 LWF
329-160-015 1137 STARK BRIDGE RD $49.28 LWF
329-160-016 1125 STARK BRIDGE RD $39.42 LWF
329-160-017 1113 STARK BRIDGE RD $39.42 LWF
329-160-018 1101 STARK BRIDGE RD $45.98 LWF
329-160-019 1168 STARK BRIDGE RD $42.70 LWF
329-160-020 1180 STARK BRIDGE RD $36.14 LWF
329-160-021 1192 STARK BRIDGE RD $36.14 LWF
329-160-022 1204 STARK BRIDGE RD $36.14 LWF
329-160-023 1216 STARK BRIDGE RD $36.14 LWF
329-160-024 1228 STARK BRIDGE RD $32.84 LWF
329-160-025 1240 STARK BRIDGE RD $32.84 LWF
329-160-026 1252 STARK BRIDGE RD $32.84 LWF
329-160-027 1264 STARK BRIDGE RD $32.84 LWF
329-160-028 1276 STARK BRIDGE RD $32.84 LWF
329-160-029 1288 STARK BRIDGE RD $36.14 LWF
329-160-030 705 PAPERMILL RD $39.42 LWF
329-160-031 717 PAPERMILL RD $36.14 LWF
329-160-032 729 PAPERMILL RD $36.14 LWF
329-160-033 741 PAPERMILL RD $36.14 LWF
329-160-034 753 PAPERMILL RD $36.14 LWF
329-160-035 765 PAPERMILL RD $36.14 LWF
329-160-036 777 PAPERMILL RD $39.42 LWF
329-160-037 789 PAPERMILL RD $42.70 LWF
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-160-038 801 PAPERMILL RD $42.70 LWF
329-160-039 813 PAPERMILL RD $42.70 LWF
329-160-040 818 PAPERMILL RD $36.14 LWF
329-160-041 806 PAPERMILL RD $36.14 LWF
329-160-042 794 PAPERMILL RD $36.14 LWF
329-160-043 782 PAPERMILL RD $36.14 LWF
329-160-044 770 PAPERMILL RD $36.14 LWF
329-160-045 758 PAPERMILL RD $32.84 LWF
329-160-046 746 PAPERMILL RD $32.84 LWF
329-160-047 734 PAPERMILL RD $32.84 LWF
329-160-048 722 PAPERMILL RD $36.14 LWF
329-170-001 536 BARTONVILLE RD $39.42 LWF
329-170-002 548 BARTONVILLE RD $36.14 LWF
329-170-003 560 BARTONVILLE RD $32.84 LWF
329-170-004 572 BARTONVILLE RD $32.84 LWF
329-170-005 584 BARTONVILLE RD $32.84 LWF
329-170-006 596 BARTONVILLE RD $32.84 LWF
329-170-007 608 BARTONVILLE RD $36.14 LWF
329-170-008 620 BARTONVILLE RD $39.42 LWF
329-170-009 632 BARTONVILLE RD $32.84 LWF
329-170-010 644 BARTONVILLE RD $32.84 LWF
329-170-011 656 BARTONVILLE RD $32.84 LWF
329-170-012 668 BARTONVILLE RD $32.84 LWF
329-170-013 680 BARTONVILLE RD $32.84 LWF
329-170-014 653 BLAIR BRIDGE RD $36.14 LWF
329-170-015 641 BLAIR BRIDGE RD $39.42 LWF
329-170-016 629 BLAIR BRIDGE RD $39.42 LWF
329-170-017 617 BLAIR BRIDGE RD $39.42 LWF
329-170-018 605 BLAIR BRIDGE RD $39.42 LWF
329-170-019 593 BLAIR BRIDGE RD $39.42 LWF
329-170-020 581 BLAIR BRIDGE RD $39.42 LWF
329-170-021 569 BLAIR BRIDGE RD $36.14 LWF
329-170-022 557 BLAIR BRIDGE RD $39.42 LWF
329-170-023 545 BLAIR BRIDGE RD $36.14 LWF
329-170-024 533 BLAIR BRIDGE RD $36.14 LWF
329-170-025 521 BLAIR BRIDGE RD $39.42 LWF
329-170-026 509 BLAIR BRIDGE RD $42.70 LWF
329-170-027 404 RIVER ST $32.84 LWF
329-170-028 416 RIVER ST $29.56 LWF
329-170-029 428 RIVER ST $29.56 LWF
329-170-030 440 RIVER ST $29.56 LWF
329-170-031 439 RIVER ST $36.14 LWF
329-170-032 427 RIVER ST $29.56 LWF
329-170-033 502 BLAIR BRIDGE RD $36.14 LWF
329-170-034 514 BLAIR BRIDGE RD $32.84 LWF
329-170-035 526 BLAIR BRIDGE RD $32.84 LWF
329-170-036 538 BLAIR BRIDGE RD $36.14 LWF
5 10/28/25
308

CITY OF LINCOLN
COMMUNITY FACILITIES DISTRICT No. 2004-1

STORM WATER RETENTION BASIN MAINTENANCE
Fiscal Year 2025-26 Special Tax Roll
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-170-037 550 BLAIR BRIDGE RD $36.14 LWF
329-170-038 562 BLAIR BRIDGE RD $32.84 LWF
329-170-039 574 BLAIR BRIDGE RD $32.84 LWF
329-170-040 586 BLAIR BRIDGE RD $32.84 LWF
329-170-041 598 BLAIR BRIDGE RD $32.84 LWF
329-170-042 610 BLAIR BRIDGE RD $36.14 LWF
329-170-043 622 BLAIR BRIDGE RD $36.14 LWF
329-170-044 634 BLAIR BRIDGE RD $36.14 LWF
329-170-045 646 BLAIR BRIDGE RD $36.14 LWF
329-170-046 658 BLAIR BRIDGE RD $36.14 LWF
329-170-047 675 BARTONVILLE RD $32.84 LWF
329-170-048 663 BARTONVILLE RD $32.84 LWF
329-170-049 651 BARTONVILLE RD $32.84 LWF
329-170-050 639 BARTONVILLE RD $32.84 LWF
329-170-051 627 BARTONVILLE RD $29.56 LWF
329-170-052 615 BARTONVILLE RD $29.56 LWF
329-170-053 603 BARTONVILLE RD $29.56 LWF
329-170-054 591 BARTONVILLE RD $29.56 LWF
329-170-055 579 BARTONVILLE RD $29.56 LWF
329-170-056 567 BARTONVILLE RD $29.56 LWF
329-170-057 555 BARTONVILLE RD $32.84 LWF
329-170-058 543 BARTONVILLE RD $36.14 LWF
329-170-059 531 BARTONVILLE RD $39.42 LWF
329-180-001 692 BARTONVILLE RD $32.84 LWF
329-180-002 704 BARTONVILLE RD $32.84 LWF
329-180-003 716 BARTONVILLE RD $32.84 LWF
329-180-004 728 BARTONVILLE RD $32.84 LWF
329-180-005 740 BARTONVILLE RD $32.84 LWF
329-180-006 752 BARTONVILLE RD $32.84 LWF
329-180-007 764 BARTONVILLE RD $32.84 LWF
329-180-008 776 BARTONVILLE RD $36.14 LWF
329-180-009 788 BARTONVILLE RD $39.42 LWF
329-180-010 800 BARTONVILLE RD $36.14 LWF
329-180-011 812 BARTONVILLE RD $36.14 LWF
329-180-012 897 HOPKINS ST $36.14 LWF
329-180-013 909 HOPKINS ST $36.14 LWF
329-180-014 921 HOPKINS ST $36.14 LWF
329-180-015 933 HOPKINS ST $36.14 LWF
329-180-016 945 HOPKINS ST $36.14 LWF
329-180-017 957 HOPKINS ST $36.14 LWF
329-180-018 969 HOPKINS ST $36.14 LWF
329-180-019 981 HOPKINS ST $36.14 LWF
329-180-020 993 HOPKINS ST $36.14 LWF
329-180-021 1005 HOPKINS ST $36.14 LWF
329-180-022 1017 HOPKINS ST $36.14 LWF
329-180-023 1029 HOPKINS ST $36.14 LWF
329-180-024 1041 HOPKINS ST $36.14 LWF
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-180-025 1053 HOPKINS ST $36.14 LWF
329-180-026 1065 HOPKINS ST $36.14 LWF
329-180-027 1077 HOPKINS ST $36.14 LWF
329-180-028 1089 HOPKINS ST $39.42 LWF
329-180-029 811 LOVEJOY LN $36.14 LWF
329-180-030 799 LOVEJOY LN $36.14 LWF
329-180-031 787 LOVEJOY LN $36.14 LWF
329-180-032 775 LOVEJOY LN $36.14 LWF
329-180-033 763 LOVEJOY LN $32.84 LWF
329-180-034 751 LOVEJOY LN $32.84 LWF
329-180-035 739 LOVEJOY LN $32.84 LWF
329-180-036 727 LOVEJOY LN $32.84 LWF
329-180-037 715 LOVEJOY LN $36.14 LWF
329-180-038 732 LOVEJOY LN $32.84 LWF
329-180-039 744 LOVEJOY LN $29.56 LWF
329-180-040 756 LOVEJOY LN $29.56 LWF
329-180-041 768 LOVEJOY LN $29.56 LWF
329-180-042 780 LOVEJOY LN $29.56 LWF
329-180-043 792 LOVEJOY LN $36.14 LWF
329-180-044 804 LOVEJOY LN $36.14 LWF
329-180-045 816 LOVEJOY LN $39.42 LWF
329-180-046 809 BLAIR BRIDGE RD $39.42 LWF
329-180-047 797 BLAIR BRIDGE RD $36.14 LWF
329-180-048 785 BLAIR BRIDGE RD $36.14 LWF
329-180-049 773 BLAIR BRIDGE RD $32.84 LWF
329-180-050 761 BLAIR BRIDGE RD $32.84 LWF
329-180-051 749 BLAIR BRIDGE RD $32.84 LWF
329-180-052 737 BLAIR BRIDGE RD $36.14 LWF
329-180-053 725 BLAIR BRIDGE RD $36.14 LWF
329-180-054 713 BLAIR BRIDGE RD $32.84 LWF
329-180-055 701 BLAIR BRIDGE RD $32.84 LWF
329-180-056 689 BLAIR BRIDGE RD $32.84 LWF
329-180-057 677 BLAIR BRIDGE RD $36.14 LWF
329-180-058 665 BLAIR BRIDGE RD $36.14 LWF
329-180-059 670 BLAIR BRIDGE RD $36.14 LWF
329-180-060 682 BLAIR BRIDGE RD $36.14 LWF
329-180-061 694 BLAIR BRIDGE RD $36.14 LWF
329-180-062 706 BLAIR BRIDGE RD $36.14 LWF
329-180-063 718 BLAIR BRIDGE RD $36.14 LWF
329-180-064 730 BLAIR BRIDGE RD $36.14 LWF
329-180-065 742 BLAIR BRIDGE RD $36.14 LWF
329-180-066 754 BLAIR BRIDGE RD $36.14 LWF
329-180-067 766 BLAIR BRIDGE RD $36.14 LWF
329-180-068 778 BLAIR BRIDGE RD $36.14 LWF
329-180-069 790 BLAIR BRIDGE RD $36.14 LWF
329-180-070 802 BLAIR BRIDGE RD $39.42 LWF
329-180-071 814 BLAIR BRIDGE RD $39.42 LWF
6 10/28/25
309

CITY OF LINCOLN
COMMUNITY FACILITIES DISTRICT No. 2004-1

STORM WATER RETENTION BASIN MAINTENANCE
Fiscal Year 2025-26 Special Tax Roll
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-180-072 946 HOPKINS ST $36.14 LWF
329-180-073 934 HOPKINS ST $29.56 LWF
329-180-074 922 HOPKINS ST $32.84 LWF
329-180-075 807 BARTONVILLE RD $45.98 LWF
329-180-076 795 BARTONVILLE RD $39.42 LWF
329-180-077 783 BARTONVILLE RD $32.84 LWF
329-180-078 771 BARTONVILLE RD $29.56 LWF
329-180-079 759 BARTONVILLE RD $29.56 LWF
329-180-080 747 BARTONVILLE RD $29.56 LWF
329-180-081 735 BARTONVILLE RD $29.56 LWF
329-180-082 723 BARTONVILLE RD $29.56 LWF
329-180-083 711 BARTONVILLE RD $29.56 LWF
329-180-084 699 BARTONVILLE RD $32.84 LWF
329-180-085 687 BARTONVILLE RD $32.84 LWF
329-190-001 303 MORELLA CT $31.62 SHBR
329-190-002 311 MORELLA CT $31.62 SHBR
329-190-003 319 MORELLA CT $31.62 SHBR
329-190-004 327 MORELLA CT $31.62 SHBR
329-190-005 335 MORELLA CT $31.62 SHBR
329-190-006 343 MORELLA CT $31.62 SHBR
329-190-007 338 MORELLA CT $31.62 SHBR
329-190-008 330 MORELLA CT $31.62 SHBR
329-190-009 322 MORELLA CT $31.62 SHBR
329-190-010 314 MORELLA CT $31.62 SHBR
329-190-011 306 MORELLA CT $31.62 SHBR
329-190-012 407 VIGO CT $31.62 SHBR
329-190-013 415 VIGO CT $31.62 SHBR
329-190-014 423 VIGO CT $31.62 SHBR
329-190-015 431 VIGO CT $31.62 SHBR
329-190-016 439 VIGO CT $31.62 SHBR
329-190-017 448 VIGO CT $31.62 SHBR
329-190-018 440 VIGO CT $31.62 SHBR
329-190-019 432 VIGO CT $31.62 SHBR
329-190-020 424 VIGO CT $31.62 SHBR
329-190-021 416 VIGO CT $31.62 SHBR
329-190-022 408 VIGO CT $31.62 SHBR
329-190-023 1367 AVILA LN $31.62 SHBR
329-190-024 1379 AVILA LN $31.62 SHBR
329-190-025 1391 AVILA LN $31.62 SHBR
329-190-026 1403 AVILA LN $31.62 SHBR
329-190-027 1415 AVILA LN $31.62 SHBR
329-190-028 1427 AVILA LN $31.62 SHBR
329-190-029 1430 AVILA LN $31.62 SHBR
329-190-030 1418 AVILA LN $31.62 SHBR
329-190-031 1406 AVILA LN $31.62 SHBR
329-190-032 1394 AVILA LN $31.62 SHBR
329-190-033 1382 AVILA LN $31.62 SHBR
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-190-034 1370 AVILA LN $31.62 SHBR
329-190-035 580 CABRA ST $31.62 SHBR
329-190-036 592 CABRA ST $31.62 SHBR
329-190-037 604 CABRA ST $31.62 SHBR
329-190-038 616 CABRA ST $31.62 SHBR
329-190-039 628 CABRA ST $31.62 SHBR
329-190-040 640 CABRA ST $31.62 SHBR
329-190-041 652 CABRA ST $31.62 SHBR
329-190-042 664 CABRA ST $31.62 SHBR
329-190-043 676 CABRA ST $31.62 SHBR
329-190-044 688 CABRA ST $31.62 SHBR
329-190-045 700 CABRA ST $31.62 SHBR
329-190-046 712 CABRA ST $31.62 SHBR
329-190-047 724 CABRA ST $31.62 SHBR
329-190-048 740 CABRA ST $31.62 SHBR
329-190-051 248 CORDOBA CT $31.62 SHBR
329-190-052 240 CORDOBA CT $31.62 SHBR
329-190-053 232 CORDOBA CT $31.62 SHBR
329-190-054 224 CORDOBA CT $31.62 SHBR
329-190-055 216 CORDOBA CT $31.62 SHBR
329-190-056 208 CORDOBA CT $31.62 SHBR
329-190-057 200 CORDOBA CT $31.62 SHBR
329-190-058 441 CABRA ST $31.62 SHBR
329-190-059 453 CABRA ST $31.62 SHBR
329-190-060 465 CABRA ST $31.62 SHBR
329-190-061 477 CABRA ST $31.62 SHBR
329-190-062 489 CABRA ST $31.62 SHBR
329-190-063 501 CABRA ST $31.62 SHBR
329-190-064 513 CABRA ST $31.62 SHBR
329-190-065 525 CABRA ST $31.62 SHBR
329-190-066 537 CABRA ST $31.62 SHBR
329-190-067 549 CABRA ST $31.62 SHBR
329-200-001 1452 LEON LN $31.62 SHBR
329-200-002 1440 LEON LN $31.62 SHBR
329-200-003 1428 LEON LN $31.62 SHBR
329-200-004 1416 LEON LN $31.62 SHBR
329-200-005 1404 LEON LN $31.62 SHBR
329-200-006 1392 LEON LN $31.62 SHBR
329-200-007 1397 LEON LN $31.62 SHBR
329-200-008 1409 LEON LN $31.62 SHBR
329-200-009 1421 LEON LN $31.62 SHBR
329-200-010 1433 LEON LN $31.62 SHBR
329-200-011 1445 LEON LN $31.62 SHBR
329-200-012 1457 LEON LN $31.62 SHBR
329-200-013 748 CABRA ST $31.62 SHBR
329-200-014 760 CABRA ST $31.62 SHBR
329-200-015 772 CABRA ST $31.62 SHBR
7 10/28/25
310

CITY OF LINCOLN
COMMUNITY FACILITIES DISTRICT No. 2004-1

STORM WATER RETENTION BASIN MAINTENANCE
Fiscal Year 2025-26 Special Tax Roll
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-200-016 784 CABRA ST $31.62 SHBR
329-200-021 796 CABRA ST $31.62 SHBR
329-200-022 808 CABRA ST $31.62 SHBR
329-200-023 820 CABRA ST $31.62 SHBR
329-200-024 844 CABRA ST $31.62 SHBR
329-200-025 856 CABRA ST $31.62 SHBR
329-200-026 868 CABRA ST $31.62 SHBR
329-200-027 880 CABRA ST $31.62 SHBR
329-200-028 892 CABRA ST $31.62 SHBR
329-200-029 904 CABRA ST $31.62 SHBR
329-200-030 916 CABRA ST $31.62 SHBR
329-200-031 928 CABRA ST $31.62 SHBR
329-200-032 940 CABRA ST $31.62 SHBR
329-200-033 300 CABRA CT $31.62 SHBR
329-200-034 308 CABRA CT $31.62 SHBR
329-200-035 316 CABRA CT $31.62 SHBR
329-200-036 317 CABRA CT $31.62 SHBR
329-200-037 309 CABRA CT $31.62 SHBR
329-200-038 301 CABRA CT $31.62 SHBR
329-200-039 100 TOLEDO CT $31.62 SHBR
329-200-040 108 TOLEDO CT $31.62 SHBR
329-200-041 116 TOLEDO CT $31.62 SHBR
329-200-042 1432 ALORA LN $31.62 SHBR
329-200-043 1420 ALORA LN $31.62 SHBR
329-200-044 1408 ALORA LN $31.62 SHBR
329-200-045 1396 ALORA LN $31.62 SHBR
329-200-046 1384 ALORA LN $31.62 SHBR
329-200-047 105 HERMOSA CT $31.62 SHBR
329-200-048 113 HERMOSA CT $31.62 SHBR
329-200-049 121 HERMOSA CT $31.62 SHBR
329-200-050 129 HERMOSA CT $31.62 SHBR
329-200-051 137 HERMOSA CT $31.62 SHBR
329-200-052 136 HERMOSA CT $31.62 SHBR
329-200-053 128 HERMOSA CT $31.62 SHBR
329-200-054 120 HERMOSA CT $31.62 SHBR
329-200-055 112 HERMOSA CT $31.62 SHBR
329-200-056 104 HERMOSA CT $31.62 SHBR
329-200-057 201 MARTOS CT $31.62 SHBR
329-200-058 209 MARTOS CT $31.62 SHBR
329-200-059 217 MARTOS CT $31.62 SHBR
329-200-060 225 MARTOS CT $31.62 SHBR
329-200-061 233 MARTOS CT $31.62 SHBR
329-200-062 241 MARTOS CT $31.62 SHBR
329-200-063 242 MARTOS CT $31.62 SHBR
329-200-064 234 MARTOS CT $31.62 SHBR
329-200-065 226 MARTOS CT $31.62 SHBR
329-200-066 218 MARTOS CT $31.62 SHBR
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-200-067 210 MARTOS CT $31.62 SHBR
329-200-068 202 MARTOS CT $31.62 SHBR
329-210-001 351 MORELLA CT $31.62 SHBR
329-210-002 359 MORELLA CT $31.62 SHBR
329-210-003 367 MORELLA CT $31.62 SHBR
329-210-004 375 MORELLA CT $31.62 SHBR
329-210-005 370 MORELLA CT $31.62 SHBR
329-210-006 362 MORELLA CT $31.62 SHBR
329-210-007 354 MORELLA CT $31.62 SHBR
329-210-008 346 MORELLA CT $31.62 SHBR
329-210-009 447 VIGO CT $31.62 SHBR
329-210-010 455 VIGO CT $31.62 SHBR
329-210-011 463 VIGO CT $31.62 SHBR
329-210-012 471 VIGO CT $31.62 SHBR
329-210-013 480 VIGO CT $31.62 SHBR
329-210-014 472 VIGO CT $31.62 SHBR
329-210-015 464 VIGO CT $31.62 SHBR
329-210-016 456 VIGO CT $31.62 SHBR
329-210-017 1439 AVILA LN $31.62 SHBR
329-210-018 1451 AVILA LN $31.62 SHBR
329-210-019 1463 AVILA LN $31.62 SHBR
329-210-020 1475 AVILA LN $31.62 SHBR
329-210-021 578 VALENCIA ST $31.62 SHBR
329-210-022 590 VALENCIA ST $31.62 SHBR
329-210-023 602 VALENCIA ST $31.62 SHBR
329-210-024 614 VALENCIA ST $31.62 SHBR
329-210-025 626 VALENCIA ST $31.62 SHBR
329-210-026 638 VALENCIA ST $31.62 SHBR
329-210-027 650 VALENCIA ST $31.62 SHBR
329-210-028 662 VALENCIA ST $31.62 SHBR
329-210-029 674 VALENCIA ST $31.62 SHBR
329-210-030 686 VALENCIA ST $31.62 SHBR
329-210-031 698 VALENCIA ST $31.62 SHBR
329-210-032 710 VALENCIA ST $31.62 SHBR
329-210-033 705 VALENCIA ST $31.62 SHBR
329-210-034 693 VALENCIA ST $31.62 SHBR
329-210-035 681 VALENCIA ST $31.62 SHBR
329-210-036 657 VALENCIA ST $31.62 SHBR
329-210-037 645 VALENCIA ST $31.62 SHBR
329-210-038 633 VALENCIA ST $31.62 SHBR
329-210-039 621 VALENCIA ST $31.62 SHBR
329-210-040 609 VALENCIA ST $31.62 SHBR
329-210-041 597 VALENCIA ST $31.62 SHBR
329-210-042 585 VALENCIA ST $31.62 SHBR
329-210-043 573 VALENCIA ST $31.62 SHBR
329-210-044 561 VALENCIA ST $31.62 SHBR
329-210-045 1502 AVILA LN $31.62 SHBR
8 10/28/25
311

CITY OF LINCOLN
COMMUNITY FACILITIES DISTRICT No. 2004-1

STORM WATER RETENTION BASIN MAINTENANCE
Fiscal Year 2025-26 Special Tax Roll
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-210-046 1490 AVILA LN $31.62 SHBR
329-210-047 1478 AVILA LN $31.62 SHBR
329-210-048 1466 AVILA LN $31.62 SHBR
329-210-049 1454 AVILA LN $31.62 SHBR
329-210-050 1442 AVILA LN $31.62 SHBR
329-210-056 117 TORTOSA CT $31.62 SHBR
329-210-057 125 TORTOSA CT $31.62 SHBR
329-210-058 133 TORTOSA CT $31.62 SHBR
329-210-059 141 TORTOSA CT $31.62 SHBR
329-210-060 149 TORTOSA CT $31.62 SHBR
329-210-061 157 TORTOSA CT $31.62 SHBR
329-210-062 165 TORTOSA CT $31.62 SHBR
329-210-063 180 TORTOSA CT $31.62 SHBR
329-210-064 172 TORTOSA CT $31.62 SHBR
329-210-065 164 TORTOSA CT $31.62 SHBR
329-210-066 156 TORTOSA CT $31.62 SHBR
329-210-067 148 TORTOSA CT $31.62 SHBR
329-210-068 140 TORTOSA CT $31.62 SHBR
329-210-069 132 TORTOSA CT $31.62 SHBR
329-210-070 124 TORTOSA CT $31.62 SHBR
329-210-071 116 TORTOSA CT $31.62 SHBR
329-210-072 108 TORTOSA CT $31.62 SHBR
329-210-073 100 TORTOSA CT $31.62 SHBR
329-210-074 405 CABRA ST $31.62 SHBR
329-210-075 417 CABRA ST $31.62 SHBR
329-210-076 429 CABRA ST $31.62 SHBR
329-210-077 201 CORDOBA CT $31.62 SHBR
329-210-078 209 CORDOBA CT $31.62 SHBR
329-210-079 217 CORDOBA CT $31.62 SHBR
329-210-080 225 CORDOBA CT $31.62 SHBR
329-210-081 233 CORDOBA CT $31.62 SHBR
329-210-082 241 CORDOBA CT $31.62 SHBR
329-210-083 249 CORDOBA CT $31.62 SHBR
329-210-084 257 CORDOBA CT $31.62 SHBR
329-210-085 265 CORDOBA CT $31.62 SHBR
329-210-088 101 TORTOSA CT $31.62 SHBR
329-210-089 109 TORTOSA CT $31.62 SHBR
329-220-001 722 VALENCIA ST $31.62 SHBR
329-220-002 734 VALENCIA ST $31.62 SHBR
329-220-003 1500 LEON LN $31.62 SHBR
329-220-004 1488 LEON LN $31.62 SHBR
329-220-005 1476 LEON LN $31.62 SHBR
329-220-006 1464 LEON LN $31.62 SHBR
329-220-007 1469 LEON LN $31.62 SHBR
329-220-008 1481 LEON LN $31.62 SHBR
329-220-009 1493 LEON LN $31.62 SHBR
329-220-010 1505 LEON LN $31.62 SHBR
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-220-011 758 VALENCIA ST $31.62 SHBR
329-220-012 770 VALENCIA ST $31.62 SHBR
329-220-013 782 VALENCIA ST $31.62 SHBR
329-220-014 794 VALENCIA ST $31.62 SHBR
329-220-015 806 VALENCIA ST $31.62 SHBR
329-220-016 801 VALENCIA ST $31.62 SHBR
329-220-017 789 VALENCIA ST $31.62 SHBR
329-220-018 777 VALENCIA ST $31.62 SHBR
329-220-019 765 VALENCIA ST $31.62 SHBR
329-220-020 753 VALENCIA ST $31.62 SHBR
329-220-021 741 VALENCIA ST $31.62 SHBR
329-220-022 729 VALENCIA ST $31.62 SHBR
329-220-023 717 VALENCIA ST $31.62 SHBR
329-220-028 109 TOLEDO CT $31.62 SHBR
329-220-029 101 TOLEDO CT $31.62 SHBR
329-220-030 1461 ALORA LN $31.62 SHBR
329-220-031 1473 ALORA LN $31.62 SHBR
329-220-032 1485 ALORA LN $31.62 SHBR
329-220-033 1497 ALORA LN $31.62 SHBR
329-220-034 1509 ALORA LN $31.62 SHBR
329-220-035 218 VALENCIA CT $31.62 SHBR
329-220-036 226 VALENCIA CT $31.62 SHBR
329-220-037 225 VALENCIA CT $31.62 SHBR
329-220-038 217 VALENCIA CT $31.62 SHBR
329-220-039 209 VALENCIA CT $31.62 SHBR
329-220-040 201 VALENCIA CT $31.62 SHBR
329-220-041 945 VALENCIA ST $31.62 SHBR
329-220-042 933 VALENCIA ST $31.62 SHBR
329-220-043 921 VALENCIA ST $31.62 SHBR
329-220-044 909 VALENCIA ST $31.62 SHBR
329-220-045 897 VALENCIA ST $31.62 SHBR
329-220-046 885 VALENCIA ST $31.62 SHBR
329-220-047 873 VALENCIA ST $31.62 SHBR
329-220-048 861 VALENCIA ST $31.62 SHBR
329-220-049 849 VALENCIA ST $31.62 SHBR
329-220-050 837 VALENCIA ST $31.62 SHBR
329-220-051 825 VALENCIA ST $31.62 SHBR
329-220-052 818 VALENCIA ST $31.62 SHBR
329-220-053 830 VALENCIA ST $31.62 SHBR
329-220-054 842 VALENCIA ST $31.62 SHBR
329-220-055 854 VALENCIA ST $31.62 SHBR
329-220-056 866 VALENCIA ST $31.62 SHBR
329-220-057 878 VALENCIA ST $31.62 SHBR
329-220-058 890 VALENCIA ST $31.62 SHBR
329-220-059 902 VALENCIA ST $31.62 SHBR
329-220-060 914 VALENCIA ST $31.62 SHBR
329-220-061 1492 ALORA LN $31.62 SHBR
9 10/28/25
312

CITY OF LINCOLN
COMMUNITY FACILITIES DISTRICT No. 2004-1

STORM WATER RETENTION BASIN MAINTENANCE
Fiscal Year 2025-26 Special Tax Roll
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-220-062 1480 ALORA LN $31.62 SHBR
329-220-063 1468 ALORA LN $31.62 SHBR
329-220-064 1450 ALORA LN $31.62 SHBR
329-220-065 1444 ALORA LN $31.62 SHBR
329-220-066 145 HERMOSA CT $31.62 SHBR
329-220-067 153 HERMOSA CT $31.62 SHBR
329-220-068 161 HERMOSA CT $31.62 SHBR
329-220-069 169 HERMOSA CT $31.62 SHBR
329-220-070 176 HERMOSA CT $31.62 SHBR
329-220-071 168 HERMOSA CT $31.62 SHBR
329-220-072 160 HERMOSA CT $31.62 SHBR
329-220-073 152 HERMOSA CT $31.62 SHBR
329-220-074 144 HERMOSA CT $31.62 SHBR
329-220-075 249 MARTOS CT $31.62 SHBR
329-220-076 257 MARTOS CT $31.62 SHBR
329-220-077 265 MARTOS CT $31.62 SHBR
329-220-078 273 MARTOS CT $31.62 SHBR
329-220-079 274 MARTOS CT $31.62 SHBR
329-220-080 266 MARTOS CT $31.62 SHBR
329-220-081 258 MARTOS CT $31.62 SHBR
329-220-082 250 MARTOS CT $31.62 SHBR
329-230-001 1797 BELLA BREEZE DR $2,513.12 LWF
329-230-002 $1,590.00 LWF
329-230-003 $1,409.32 LWF
329-230-004 $1,205.64 LWF
329-240-001 2001 COMSTOCK LN $16.42 LWF
329-240-002 2007 COMSTOCK LN $16.42 LWF
329-240-003 2013 COMSTOCK LN $16.42 LWF
329-240-004 2019 COMSTOCK LN $16.42 LWF
329-240-005 2025 COMSTOCK LN $16.42 LWF
329-240-006 2031 COMSTOCK LN $16.42 LWF
329-240-007 2037 COMSTOCK LN $16.42 LWF
329-240-008 2043 COMSTOCK LN $16.42 LWF
329-240-009 2049 COMSTOCK LN $16.42 LWF
329-240-010 2055 COMSTOCK LN $16.42 LWF
329-240-011 2061 COMSTOCK LN $16.42 LWF
329-240-012 2067 COMSTOCK LN $16.42 LWF
329-240-013 2073 COMSTOCK LN $16.42 LWF
329-240-014 2075 COMSTOCK LN $16.42 LWF
329-240-015 2081 COMSTOCK LN $16.42 LWF
329-240-016 2087 COMSTOCK LN $16.42 LWF
329-240-017 2093 COMSTOCK LN $16.42 LWF
329-240-018 2099 COMSTOCK LN $16.42 LWF
329-240-019 2105 COMSTOCK LN $16.42 LWF
329-240-020 2111 COMSTOCK LN $16.42 LWF
329-240-021 2076 COMSTOCK LN $16.42 LWF
329-240-022 2082 COMSTOCK LN $16.42 LWF
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-240-023 2058 COMSTOCK LN $16.42 LWF
329-240-024 2052 COMSTOCK LN $16.42 LWF
329-240-025 2046 COMSTOCK LN $16.42 LWF
329-240-026 2040 COMSTOCK LN $16.42 LWF
329-240-027 2034 COMSTOCK LN $16.42 LWF
329-240-028 2507 GOLD BROOK ST $16.42 LWF
329-240-029 2513 GOLD BROOK ST $16.42 LWF
329-240-030 2598 LITTLETON LN $16.42 LWF
329-240-031 2604 LITTLETON LN $16.42 LWF
329-240-032 2610 LITTLETON LN $16.42 LWF
329-240-033 2616 LITTLETON LN $16.42 LWF
329-240-034 2622 LITTLETON LN $16.42 LWF
329-240-035 2088 COMSTOCK LN $16.42 LWF
329-240-036 2628 LITTLETON LN $16.42 LWF
329-240-037 2629 LITTLETON LN $16.42 LWF
329-240-038 2112 COMSTOCK LN $16.42 LWF
329-240-039 2623 LITTLETON LN $16.42 LWF
329-240-040 2617 LITTLETON LN $16.42 LWF
329-240-041 2611 LITTLETON LN $16.42 LWF
329-240-042 2605 LITTLETON LN $16.42 LWF
329-240-043 2599 LITTLETON LN $16.42 LWF
329-240-044 2537 GOLD BROOK ST $16.42 LWF
329-240-045 2543 GOLD BROOK ST $16.42 LWF
329-240-046 2628 MILLER RUN LN $16.42 LWF
329-240-047 2629 MILLER RUN LN $16.42 LWF
329-240-048 2567 GOLD BROOK ST $16.42 LWF
329-240-049 2573 GOLD BROOK ST $16.42 LWF
329-240-050 2656 RIVER ROAD LN $16.42 LWF
329-240-051 2657 RIVER ROAD LN $16.42 LWF
329-240-052 2597 GOLD BROOK ST $16.42 LWF
329-240-053 2603 GOLD BROOK ST $16.42 LWF
329-240-054 1265 VICTORIAN ST $16.42 LWF
329-240-055 2598 GOLD BROOK ST $16.42 LWF
329-240-056 1239 VICTORIAN ST $16.42 LWF
329-240-057 2592 GOLD BROOK ST $16.42 LWF
329-240-058 2586 GOLD BROOK ST $16.42 LWF
329-240-059 2580 GOLD BROOK ST $16.42 LWF
329-240-060 2574 GOLD BROOK ST $16.42 LWF
329-240-061 2568 GOLD BROOK ST $16.42 LWF
329-240-062 2562 GOLD BROOK ST $16.42 LWF
329-240-063 2556 GOLD BROOK ST $16.42 LWF
329-240-064 2550 GOLD BROOK ST $16.42 LWF
329-240-065 2544 GOLD BROOK ST $16.42 LWF
329-240-066 2538 GOLD BROOK ST $16.42 LWF
329-240-067 2532 GOLD BROOK ST $16.42 LWF
329-240-068 2526 GOLD BROOK ST $16.42 LWF
329-240-069 1139 VICTORIAN ST $16.42 LWF
10 10/28/25
313

CITY OF LINCOLN
COMMUNITY FACILITIES DISTRICT No. 2004-1

STORM WATER RETENTION BASIN MAINTENANCE
Fiscal Year 2025-26 Special Tax Roll
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-240-070 1145 VICTORIAN ST $16.42 LWF
329-240-071 1151 VICTORIAN ST $16.42 LWF
329-240-072 1157 VICTORIAN ST $16.42 LWF
329-240-073 1163 VICTORIAN ST $16.42 LWF
329-240-074 1169 VICTORIAN ST $16.42 LWF
329-240-075 1175 VICTORIAN ST $16.42 LWF
329-240-076 1181 VICTORIAN ST $16.42 LWF
329-240-077 1187 VICTORIAN ST $16.42 LWF
329-240-078 1193 VICTORIAN ST $16.42 LWF
329-240-079 1199 VICTORIAN ST $16.42 LWF
329-240-080 1205 VICTORIAN ST $16.42 LWF
329-240-081 1233 VICTORIAN ST $16.42 LWF
329-240-082 1227 VICTORIAN ST $16.42 LWF
329-240-083 1100 VICTORIAN ST $16.42 LWF
329-240-084 1106 VICTORIAN ST $16.42 LWF
329-240-085 1112 VICTORIAN ST $16.42 LWF
329-240-086 1118 VICTORIAN ST $16.42 LWF
329-240-087 1124 VICTORIAN ST $16.42 LWF
329-240-088 1130 VICTORIAN ST $16.42 LWF
329-240-089 1136 VICTORIAN ST $16.42 LWF
329-240-090 828 CHISELVILLE LN $16.42 LWF
329-240-091 816 CHISELVILLE LN $16.42 LWF
329-240-092 817 CHISELVILLE LN $16.42 LWF
329-240-093 829 CHISELVILLE LN $16.42 LWF
329-240-094 1166 VICTORIAN ST $16.42 LWF
329-240-095 1172 VICTORIAN ST $16.42 LWF
329-240-096 1178 VICTORIAN ST $16.42 LWF
329-240-097 1184 VICTORIAN ST $16.42 LWF
329-240-098 1190 VICTORIAN ST $16.42 LWF
329-240-099 1196 VICTORIAN ST $16.42 LWF
329-240-100 1202 VICTORIAN ST $16.42 LWF
329-240-101 1208 VICTORIAN ST $16.42 LWF
329-240-102 1214 VICTORIAN ST $16.42 LWF
329-240-103 1220 VICTORIAN ST $16.42 LWF
329-240-104 1226 VICTORIAN ST $16.42 LWF
329-240-105 1232 VICTORIAN ST $16.42 LWF
329-240-106 1238 VICTORIAN ST $16.42 LWF
329-240-107 1244 VICTORIAN ST $16.42 LWF
329-240-108 1250 VICTORIAN ST $16.42 LWF
329-240-109 1256 VICTORIAN ST $16.42 LWF
329-240-110 1262 VICTORIAN ST $16.42 LWF
329-240-111 1268 VICTORIAN ST $16.42 LWF
329-240-112 1274 VICTORIAN ST $16.42 LWF
329-240-113 1280 VICTORIAN ST $16.42 LWF
329-240-114 1286 VICTORIAN ST $16.42 LWF
329-240-115 2202 COMSTOCK LN $16.42 LWF
329-240-116 2196 COMSTOCK LN $16.42 LWF
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-240-117 1295 VICTORIAN ST $16.42 LWF
329-240-118 2178 COMSTOCK LN $16.42 LWF
329-240-119 1289 VICTORIAN ST $16.42 LWF
329-240-120 1283 VICTORIAN ST $16.42 LWF
329-240-121 1277 VICTORIAN ST $16.42 LWF
329-240-122 1271 VICTORIAN ST $16.42 LWF
329-240-123 2663 RIVER ROAD LN $16.42 LWF
329-240-124 2669 RIVER ROAD LN $16.42 LWF
329-240-125 2675 RIVER ROAD LN $16.42 LWF
329-240-126 2681 RIVER ROAD LN $16.42 LWF
329-240-127 2172 COMSTOCK LN $16.42 LWF
329-240-128 2687 RIVER ROAD LN $16.42 LWF
329-240-129 2686 RIVER ROAD LN $16.42 LWF
329-240-130 2148 COMSTOCK LN $16.42 LWF
329-240-131 2680 RIVER ROAD LN $16.42 LWF
329-240-132 2674 RIVER ROAD LN $16.42 LWF
329-240-133 2668 RIVER ROAD LN $16.42 LWF
329-240-134 2662 RIVER ROAD LN $16.42 LWF
329-240-135 2635 MILLER RUN LN $16.42 LWF
329-240-136 2641 MILLER RUN LN $16.42 LWF
329-240-137 2647 MILLER RUN LN $16.42 LWF
329-240-138 2653 MILLER RUN LN $16.42 LWF
329-240-139 2142 COMSTOCK LN $16.42 LWF
329-240-140 2659 MILLER RUN LN $16.42 LWF
329-240-141 2634 MILLER RUN LN $16.42 LWF
329-240-142 2640 MILLER RUN LN $16.42 LWF
329-240-143 2646 MILLER RUN LN $16.42 LWF
329-240-144 2652 MILLER RUN LN $16.42 LWF
329-240-145 2658 MILLER RUN LN $16.42 LWF
329-240-146 2118 COMSTOCK LN $16.42 LWF
329-240-147 2117 COMSTOCK LN $16.42 LWF
329-240-148 2123 COMSTOCK LN $16.42 LWF
329-240-149 2129 COMSTOCK LN $16.42 LWF
329-240-150 2135 COMSTOCK LN $16.42 LWF
329-240-151 2141 COMSTOCK LN $16.42 LWF
329-240-152 2147 COMSTOCK LN $16.42 LWF
329-240-153 2153 COMSTOCK LN $16.42 LWF
329-240-154 2159 COMSTOCK LN $16.42 LWF
329-240-155 2165 COMSTOCK LN $16.42 LWF
329-240-156 2171 COMSTOCK LN $16.42 LWF
329-240-157 2177 COMSTOCK LN $16.42 LWF
329-240-158 2183 COMSTOCK LN $16.42 LWF
329-240-159 2189 COMSTOCK LN $16.42 LWF
329-240-160 2195 COMSTOCK LN $16.42 LWF
329-240-161 2201 COMSTOCK LN $16.42 LWF
329-250-001 2411 COMSTOCK LN $16.42 LWF
329-250-002 2405 COMSTOCK LN $16.42 LWF
11 10/28/25
314

CITY OF LINCOLN
COMMUNITY FACILITIES DISTRICT No. 2004-1

STORM WATER RETENTION BASIN MAINTENANCE
Fiscal Year 2025-26 Special Tax Roll
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-250-003 2399 COMSTOCK LN $16.42 LWF
329-250-004 2393 COMSTOCK LN $16.42 LWF
329-250-005 2387 COMSTOCK LN $16.42 LWF
329-250-006 2381 COMSTOCK LN $16.42 LWF
329-250-007 2375 COMSTOCK LN $16.42 LWF
329-250-008 2369 COMSTOCK LN $16.42 LWF
329-250-009 2363 COMSTOCK LN $16.42 LWF
329-250-010 2357 COMSTOCK LN $16.42 LWF
329-250-011 2351 COMSTOCK LN $16.42 LWF
329-250-012 2345 COMSTOCK LN $16.42 LWF
329-250-013 2339 COMSTOCK LN $16.42 LWF
329-250-014 2333 COMSTOCK LN $16.42 LWF
329-250-015 2327 COMSTOCK LN $16.42 LWF
329-250-016 2321 COMSTOCK LN $16.42 LWF
329-250-017 2315 COMSTOCK LN $16.42 LWF
329-250-018 2309 COMSTOCK LN $16.42 LWF
329-250-019 2303 COMSTOCK LN $16.42 LWF
329-250-020 2297 COMSTOCK LN $16.42 LWF
329-250-021 2292 COMSTOCK LN $16.42 LWF
329-250-022 2990 BOWERY LN $16.42 LWF
329-250-023 2984 BOWERY LN $16.42 LWF
329-250-024 2978 BOWERY LN $16.42 LWF
329-250-025 2972 BOWERY LN $16.42 LWF
329-250-026 2966 BOWERY LN $16.42 LWF
329-250-027 2960 BOWERY LN $16.42 LWF
329-250-028 2961 BOWERY LN $16.42 LWF
329-250-029 2967 BOWERY LN $16.42 LWF
329-250-030 2973 BOWERY LN $16.42 LWF
329-250-031 2979 BOWERY LN $16.42 LWF
329-250-032 2985 BOWERY LN $16.42 LWF
329-250-033 2991 BOWERY LN $16.42 LWF
329-250-034 2316 COMSTOCK LN $16.42 LWF
329-250-035 2322 COMSTOCK LN $16.42 LWF
329-250-036 2328 COMSTOCK LN $16.42 LWF
329-250-037 2356 COMSTOCK LN $16.42 LWF
329-250-038 2362 COMSTOCK LN $16.42 LWF
329-250-039 2368 COMSTOCK LN $16.42 LWF
329-250-040 2374 COMSTOCK LN $16.42 LWF
329-250-041 2380 COMSTOCK LN $16.42 LWF
329-250-042 2500 BOG ST $16.42 LWF
329-250-043 2506 BOG ST $16.42 LWF
329-250-044 2512 BOG ST $16.42 LWF
329-250-045 2518 BOG ST $16.42 LWF
329-250-046 2524 BOG ST $16.42 LWF
329-250-047 2530 BOG ST $16.42 LWF
329-250-048 2536 BOG ST $16.42 LWF
329-250-049 2542 BOG ST $16.42 LWF
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-250-050 2548 BOG ST $16.42 LWF
329-250-051 2554 BOG ST $16.42 LWF
329-250-052 2560 BOG ST $16.42 LWF
329-250-053 2566 BOG ST $16.42 LWF
329-250-054 2572 BOG ST $16.42 LWF
329-250-055 2578 BOG ST $16.42 LWF
329-250-056 2584 BOG ST $16.42 LWF
329-250-057 2590 BOG ST $16.42 LWF
329-250-058 2596 BOG ST $16.42 LWF
329-250-059 2743 BEDELL ST $16.42 LWF
329-250-060 2749 BEDELL ST $16.42 LWF
329-250-061 2755 BEDELL ST $16.42 LWF
329-250-062 2785 BEDELL ST $16.42 LWF
329-250-063 2791 BEDELL ST $16.42 LWF
329-250-064 2797 BEDELL ST $16.42 LWF
329-250-065 2803 BEDELL ST $16.42 LWF
329-250-066 2809 BEDELL ST $16.42 LWF
329-250-067 2815 BEDELL ST $16.42 LWF
329-250-068 2821 BEDELL ST $16.42 LWF
329-250-069 2827 BEDELL ST $16.42 LWF
329-250-070 2833 BEDELL ST $16.42 LWF
329-250-071 2839 BEDELL ST $16.42 LWF
329-250-072 2845 BEDELL ST $16.42 LWF
329-250-073 2851 BEDELL ST $16.42 LWF
329-250-074 2857 BEDELL ST $16.42 LWF
329-250-075 2863 BEDELL ST $16.42 LWF
329-250-076 2869 BEDELL ST $16.42 LWF
329-250-077 2875 BEDELL ST $16.42 LWF
329-250-078 2892 BEDELL ST $16.42 LWF
329-250-079 2886 BEDELL ST $16.42 LWF
329-250-080 2880 BEDELL ST $16.42 LWF
329-250-081 2874 BEDELL ST $16.42 LWF
329-250-082 2868 BEDELL ST $16.42 LWF
329-250-083 2862 BEDELL ST $16.42 LWF
329-250-084 825 PAPERMILL RD $16.42 LWF
329-250-085 2856 BEDELL ST $16.42 LWF
329-250-086 2838 BEDELL ST $16.42 LWF
329-250-087 2832 BEDELL ST $16.42 LWF
329-250-088 2826 BEDELL ST $16.42 LWF
329-250-089 2820 BEDELL ST $16.42 LWF
329-250-090 2814 BEDELL ST $16.42 LWF
329-250-091 2808 BEDELL ST $16.42 LWF
329-250-092 2802 BEDELL ST $16.42 LWF
329-250-093 2796 BEDELL ST $16.42 LWF
329-250-094 2790 BEDELL ST $16.42 LWF
329-250-095 2784 BEDELL ST $16.42 LWF
329-250-096 2778 BEDELL ST $16.42 LWF
12 10/28/25
315

CITY OF LINCOLN
COMMUNITY FACILITIES DISTRICT No. 2004-1

STORM WATER RETENTION BASIN MAINTENANCE
Fiscal Year 2025-26 Special Tax Roll
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-250-097 2772 BEDELL ST $16.42 LWF
329-250-098 2766 BEDELL ST $16.42 LWF
329-250-099 2760 BEDELL ST $16.42 LWF
329-250-100 2754 BEDELL ST $16.42 LWF
329-250-101 2748 BEDELL ST $16.42 LWF
329-250-102 2742 BEDELL ST $16.42 LWF
329-250-103 2736 BEDELL ST $16.42 LWF
329-250-104 2730 BEDELL ST $16.42 LWF
329-250-105 2724 BEDELL ST $16.42 LWF
329-250-106 2718 BEDELL ST $16.42 LWF
329-250-107 2712 BEDELL ST $16.42 LWF
329-250-108 2706 BEDELL ST $16.42 LWF
329-250-109 2208 COMSTOCK LN $16.42 LWF
329-250-110 2695 BEDELL ST $16.42 LWF
329-250-111 2226 COMSTOCK LN $16.42 LWF
329-250-112 2701 BEDELL ST $16.42 LWF
329-250-113 2707 BEDELL ST $16.42 LWF
329-250-114 2713 BEDELL ST $16.42 LWF
329-250-115 2719 BEDELL ST $16.42 LWF
329-250-116 2725 BEDELL ST $16.42 LWF
329-250-117 2900 SCHOOL HOUSE $16.42 LWF
329-250-118 2906 SCHOOL HOUSE $16.42 LWF
329-250-119 2912 SCHOOL HOUSE $16.42 LWF
329-250-120 2918 SCHOOL HOUSE $16.42 LWF
329-250-121 2924 SCHOOL HOUSE $16.42 LWF
329-250-122 2232 COMSTOCK LN $16.42 LWF
329-250-123 2930 SCHOOL HOUSE $16.42 LWF
329-250-124 2931 SCHOOL HOUSE $16.42 LWF
329-250-125 2256 COMSTOCK LN $16.42 LWF
329-250-126 2925 SCHOOL HOUSE $16.42 LWF
329-250-127 2919 SCHOOL HOUSE $16.42 LWF
329-250-128 2913 SCHOOL HOUSE $16.42 LWF
329-250-129 2907 SCHOOL HOUSE $16.42 LWF
329-250-130 2901 SCHOOL HOUSE $16.42 LWF
329-250-131 2930 PULP MILL LN $16.42 LWF
329-250-132 2936 PULP MILL LN $16.42 LWF
329-250-133 2942 PULP MILL LN $16.42 LWF
329-250-134 2948 PULP MILL LN $16.42 LWF
329-250-135 2954 PULP MILL LN $16.42 LWF
329-250-136 2262 COMSTOCK LN $16.42 LWF
329-250-137 2960 PULP MILL LN $16.42 LWF
329-250-138 2931 PULP MILL LN $16.42 LWF
329-250-139 2937 PULP MILL LN $16.42 LWF
329-250-140 2943 PULP MILL LN $16.42 LWF
329-250-141 2949 PULP MILL LN $16.42 LWF
329-250-142 2955 PULP MILL LN $16.42 LWF
329-250-143 2961 PULP MILL LN $16.42 LWF
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-250-144 2286 COMSTOCK LN $16.42 LWF
329-250-145 2291 COMSTOCK LN $16.42 LWF
329-250-146 2285 COMSTOCK LN $16.42 LWF
329-250-147 2279 COMSTOCK LN $16.42 LWF
329-250-148 2273 COMSTOCK LN $16.42 LWF
329-250-149 2267 COMSTOCK LN $16.42 LWF
329-250-150 2261 COMSTOCK LN $16.42 LWF
329-250-151 2255 COMSTOCK LN $16.42 LWF
329-250-152 2249 COMSTOCK LN $16.42 LWF
329-250-153 2243 COMSTOCK LN $16.42 LWF
329-250-154 2237 COMSTOCK LN $16.42 LWF
329-250-155 2231 COMSTOCK LN $16.42 LWF
329-250-156 2225 COMSTOCK LN $16.42 LWF
329-250-157 2219 COMSTOCK LN $16.42 LWF
329-250-158 2213 COMSTOCK LN $16.42 LWF
329-250-159 2207 COMSTOCK LN $16.42 LWF
329-260-001 2148 HEAVENLY ST $13.14 LWF
329-260-002 2156 HEAVENLY ST $13.14 LWF
329-260-003 2164 HEAVENLY ST $13.14 LWF
329-260-004 2172 HEAVENLY ST $13.14 LWF
329-260-005 2180 HEAVENLY ST $13.14 LWF
329-260-006 2188 HEAVENLY ST $13.14 LWF
329-260-007 2196 HEAVENLY ST $13.14 LWF
329-260-008 2204 HEAVENLY ST $13.14 LWF
329-260-009 2212 HEAVENLY ST $13.14 LWF
329-260-010 2220 HEAVENLY ST $13.14 LWF
329-260-011 2228 HEAVENLY ST $13.14 LWF
329-260-012 2236 HEAVENLY ST $13.14 LWF
329-260-013 2244 HEAVENLY ST $13.14 LWF
329-260-014 2252 HEAVENLY ST $13.14 LWF
329-260-015 2260 HEAVENLY ST $13.14 LWF
329-260-016 108 SUPERNOVA PL $13.14 LWF
329-260-017 116 SUPERNOVA PL $13.14 LWF
329-260-018 119 SUPERNOVA PL $13.14 LWF
329-260-019 111 SUPERNOVA PL $13.14 LWF
329-260-020 2265 HEAVENLY ST $13.14 LWF
329-260-021 2257 HEAVENLY ST $13.14 LWF
329-260-022 2306 STARLIGHT LN $13.14 LWF
329-260-023 2308 STARLIGHT LN $13.14 LWF
329-260-024 2310 STARLIGHT LN $13.14 LWF
329-260-025 2312 STARLIGHT LN $13.14 LWF
329-260-026 2314 STARLIGHT LN $13.14 LWF
329-260-027 208 STARLIGHT PL $13.14 LWF
329-260-028 216 STARLIGHT PL $13.14 LWF
329-260-029 219 STARLIGHT PL $13.14 LWF
329-260-030 211 STARLIGHT PL $13.14 LWF
329-260-031 2313 STARLIGHT LN $13.14 LWF
13 10/28/25
316

CITY OF LINCOLN
COMMUNITY FACILITIES DISTRICT No. 2004-1

STORM WATER RETENTION BASIN MAINTENANCE
Fiscal Year 2025-26 Special Tax Roll
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-260-032 2311 STARLIGHT LN $13.14 LWF
329-260-033 2309 STARLIGHT LN $13.14 LWF
329-260-034 2307 STARLIGHT LN $13.14 LWF
329-260-035 2305 STARLIGHT LN $13.14 LWF
329-260-036 2303 STARLIGHT LN $13.14 LWF
329-260-037 2301 STARLIGHT LN $13.14 LWF
329-260-038 2402 INTERSTELLAR LN $13.14 LWF
329-260-039 2404 INTERSTELLAR LN $13.14 LWF
329-260-040 2406 INTERSTELLAR LN $13.14 LWF
329-260-041 2408 INTERSTELLAR LN $13.14 LWF
329-260-042 2410 INTERSTELLAR LN $13.14 LWF
329-260-043 2412 INTERSTELLAR LN $13.14 LWF
329-260-044 2414 INTERSTELLAR LN $13.14 LWF
329-260-045 2416 INTERSTELLAR LN $13.14 LWF
329-260-046 308 INTERSTELLAR PL $13.14 LWF
329-260-047 316 INTERSTELLAR PL $13.14 LWF
329-270-001 2068 HEAVENLY ST $13.14 LWF
329-270-002 2076 HEAVENLY ST $13.14 LWF
329-270-003 2084 HEAVENLY ST $13.14 LWF
329-270-004 2092 HEAVENLY ST $13.14 LWF
329-270-005 2100 HEAVENLY ST $13.14 LWF
329-270-006 2108 HEAVENLY ST $13.14 LWF
329-270-007 2116 HEAVENLY ST $13.14 LWF
329-270-008 2124 HEAVENLY ST $13.14 LWF
329-270-009 2132 HEAVENLY ST $13.14 LWF
329-270-010 2140 HEAVENLY ST $13.14 LWF
329-270-011 319 INTERSTELLAR PL $13.14 LWF
329-270-012 311 INTERSTELLAR PL $13.14 LWF
329-270-013 2415 INTERSTELLAR LN $13.14 LWF
329-270-014 2413 INTERSTELLAR LN $13.14 LWF
329-270-015 2411 INTERSTELLAR LN $13.14 LWF
329-270-016 2409 INTERSTELLAR LN $13.14 LWF
329-270-017 2407 INTERSTELLAR LN $13.14 LWF
329-270-018 2405 INTERSTELLAR LN $13.14 LWF
329-270-019 2403 INTERSTELLAR LN $13.14 LWF
329-270-020 2401 INTERSTELLAR LN $13.14 LWF
329-270-021 2502 GALACTIC LN $13.14 LWF
329-270-022 2504 GALACTIC LN $13.14 LWF
329-270-023 2506 GALACTIC LN $13.14 LWF
329-270-024 2508 GALACTIC LN $13.14 LWF
329-270-025 2510 GALACTIC LN $13.14 LWF
329-270-026 2512 GALACTIC LN $13.14 LWF
329-270-027 2514 GALACTIC LN $13.14 LWF
329-270-028 2516 GALACTIC LN $13.14 LWF
329-270-029 2518 GALACTIC LN $13.14 LWF
329-270-030 408 GALACTIC PL $13.14 LWF
329-270-031 416 GALACTIC PL $13.14 LWF
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-270-032 419 GALACTIC PL $13.14 LWF
329-270-033 411 GALACTIC PL $13.14 LWF
329-270-034 2517 GALACTIC LN $13.14 LWF
329-270-035 2515 GALACTIC LN $13.14 LWF
329-270-036 2513 GALACTIC LN $13.14 LWF
329-270-037 2511 GALACTIC LN $13.14 LWF
329-270-038 2509 GALACTIC LN $13.14 LWF
329-270-039 2507 GALACTIC LN $13.14 LWF
329-270-040 2505 GALACTIC LN $13.14 LWF
329-270-041 2503 GALACTIC LN $13.14 LWF
329-270-042 2501 GALACTIC LN $13.14 LWF
329-270-043 2602 CELESTIAL LN $13.14 LWF
329-270-044 2604 CELESTIAL LN $13.14 LWF
329-270-045 2606 CELESTIAL LN $13.14 LWF
329-270-046 2608 CELESTIAL LN $13.14 LWF
329-270-047 2610 CELESTIAL LN $13.14 LWF
329-270-048 2612 CELESTIAL LN $13.14 LWF
329-270-049 2614 CELESTIAL LN $13.14 LWF
329-270-050 2616 CELESTIAL LN $13.14 LWF
329-270-051 2618 CELESTIAL LN $13.14 LWF
329-270-052 508 CELESTIAL PL $13.14 LWF
329-270-053 516 CELESTIAL PL $13.14 LWF
329-270-054 519 CELESTIAL PL $13.14 LWF
329-270-055 511 CELESTIAL PL $13.14 LWF
329-270-056 2617 CELESTIAL LN $13.14 LWF
329-270-057 2615 CELESTIAL LN $13.14 LWF
329-270-058 2613 CELESTIAL LN $13.14 LWF
329-270-059 2611 CELESTIAL LN $13.14 LWF
329-270-060 2609 CELESTIAL LN $13.14 LWF
329-270-061 2607 CELESTIAL LN $13.14 LWF
329-270-062 2605 CELESTIAL LN $13.14 LWF
329-270-063 2603 CELESTIAL LN $13.14 LWF
329-270-064 2601 CELESTIAL LN $13.14 LWF
329-280-001 3209 TWILIGHT ST $13.14 LWF
329-280-002 3201 TWILIGHT ST $13.14 LWF
329-280-003 3193 TWILIGHT ST $13.14 LWF
329-280-004 3185 TWILIGHT ST $13.14 LWF
329-280-005 3177 TWILIGHT ST $13.14 LWF
329-280-006 3169 TWILIGHT ST $13.14 LWF
329-280-007 3161 TWILIGHT ST $13.14 LWF
329-280-008 3153 TWILIGHT ST $13.14 LWF
329-280-009 2801 STARGAZE LN $13.14 LWF
329-280-010 2803 STARGAZE LN $13.14 LWF
329-280-011 2805 STARGAZE LN $13.14 LWF
329-280-012 2807 STARGAZE LN $13.14 LWF
329-280-013 2809 STARGAZE LN $13.14 LWF
329-280-014 2811 STARGAZE LN $13.14 LWF
14 10/28/25
317

CITY OF LINCOLN
COMMUNITY FACILITIES DISTRICT No. 2004-1

STORM WATER RETENTION BASIN MAINTENANCE
Fiscal Year 2025-26 Special Tax Roll
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-280-015 2813 STARGAZE LN $13.14 LWF
329-280-016 2815 STARGAZE LN $13.14 LWF
329-280-017 211 STARGAZE PL $13.14 LWF
329-280-018 219 STARGAZE PL $13.14 LWF
329-280-019 216 STARGAZE PL $13.14 LWF
329-280-020 208 STARGAZE PL $13.14 LWF
329-280-021 2816 STARGAZE LN $13.14 LWF
329-280-022 2814 STARGAZE LN $13.14 LWF
329-280-023 2812 STARGAZE LN $13.14 LWF
329-280-024 2810 STARGAZE LN $13.14 LWF
329-280-025 2808 STARGAZE LN $13.14 LWF
329-280-026 2806 STARGAZE LN $13.14 LWF
329-280-027 2804 STARGAZE LN $13.14 LWF
329-280-028 2802 STARGAZE LN $13.14 LWF
329-280-029 2701 MOONLIGHT LN $13.14 LWF
329-280-030 2703 MOONLIGHT LN $13.14 LWF
329-280-031 2705 MOONLIGHT LN $13.14 LWF
329-280-032 2707 MOONLIGHT LN $13.14 LWF
329-280-033 2709 MOONLIGHT LN $13.14 LWF
329-280-034 2711 MOONLIGHT LN $13.14 LWF
329-280-035 2713 MOONLIGHT LN $13.14 LWF
329-280-036 2715 MOONLIGHT LN $13.14 LWF
329-280-037 2717 MOONLIGHT LN $13.14 LWF
329-280-038 111 MOONLIGHT PL $13.14 LWF
329-280-039 119 MOONLIGHT PL $13.14 LWF
329-280-040 116 MOONLIGHT PL $13.14 LWF
329-280-041 108 MOONLIGHT PL $13.14 LWF
329-280-042 2718 MOONLIGHT LN $13.14 LWF
329-280-043 2716 MOONLIGHT LN $13.14 LWF
329-280-044 2714 MOONLIGHT LN $13.14 LWF
329-280-045 2712 MOONLIGHT LN $13.14 LWF
329-280-046 2710 MOONLIGHT LN $13.14 LWF
329-280-047 2708 MOONLIGHT LN $13.14 LWF
329-280-048 2706 MOONLIGHT LN $13.14 LWF
329-280-049 2704 MOONLIGHT LN $13.14 LWF
329-280-050 2702 MOONLIGHT LN $13.14 LWF
329-290-001 3145 TWILIGHT ST $13.14 LWF
329-290-002 3137 TWILIGHT ST $13.14 LWF
329-290-003 3129 TWILIGHT ST $13.14 LWF
329-290-004 3121 TWILIGHT ST $13.14 LWF
329-290-005 3113 TWILIGHT ST $13.14 LWF
329-290-006 3105 TWILIGHT ST $13.14 LWF
329-290-007 3097 TWILIGHT ST $13.14 LWF
329-290-008 3089 TWILIGHT ST $13.14 LWF
329-290-009 3081 TWILIGHT ST $13.14 LWF
329-290-010 3073 TWILIGHT ST $13.14 LWF
329-290-011 3065 TWILIGHT ST $13.14 LWF
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-290-012 3057 TWILIGHT ST $13.14 LWF
329-290-013 3049 TWILIGHT ST $13.14 LWF
329-290-014 511 TWILIGHT PL $13.14 LWF
329-290-015 519 TWILIGHT PL $13.14 LWF
329-290-016 527 TWILIGHT PL $13.14 LWF
329-290-017 535 TWILIGHT PL $13.14 LWF
329-290-018 543 TWILIGHT PL $13.14 LWF
329-290-019 443 LUNA PL $13.14 LWF
329-290-020 435 LUNA PL $13.14 LWF
329-290-021 427 LUNA PL $13.14 LWF
329-290-022 419 LUNA PL $13.14 LWF
329-290-023 411 LUNA PL $13.14 LWF
329-290-024 3052 TWILIGHT ST $13.14 LWF
329-290-025 3060 TWILIGHT ST $13.14 LWF
329-290-026 3068 TWILIGHT ST $13.14 LWF
329-290-027 3076 TWILIGHT ST $13.14 LWF
329-290-028 3084 TWILIGHT ST $13.14 LWF
329-290-029 3092 TWILIGHT ST $13.14 LWF
329-290-030 3100 TWILIGHT ST $13.14 LWF
329-290-031 2907 SKYWARD LN $13.14 LWF
329-290-032 2909 SKYWARD LN $13.14 LWF
329-290-033 2911 SKYWARD LN $13.14 LWF
329-290-034 2913 SKYWARD LN $13.14 LWF
329-290-035 408 LUNA PL $13.14 LWF
329-290-036 416 LUNA PL $13.14 LWF
329-290-037 424 LUNA PL $13.14 LWF
329-290-038 432 LUNA PL $13.14 LWF
329-290-039 440 LUNA PL $13.14 LWF
329-290-040 335 SKYWARD PL $13.14 LWF
329-290-041 327 SKYWARD PL $13.14 LWF
329-290-042 319 SKYWARD PL $13.14 LWF
329-290-043 311 SKYWARD PL $13.14 LWF
329-290-044 324 SKYWARD PL $13.14 LWF
329-290-045 316 SKYWARD PL $13.14 LWF
329-290-046 308 SKYWARD PL $13.14 LWF
329-290-047 2914 SKYWARD LN $13.14 LWF
329-290-048 2912 SKYWARD LN $13.14 LWF
329-290-049 2910 SKYWARD LN $13.14 LWF
329-290-050 2908 SKYWARD LN $13.14 LWF
329-290-051 2906 SKYWARD LN $13.14 LWF
329-290-052 2904 SKYWARD LN $13.14 LWF
329-290-053 2902 SKYWARD LN $13.14 LWF
329-300-001 1515 ROEBLING ST $20.44 12BRG
329-300-002 1507 ROEBLING ST $20.44 12BRG
329-300-003 1499 ROEBLING ST $20.44 12BRG
329-300-004 1491 ROEBLING ST $20.44 12BRG
329-300-005 1483 ROEBLING ST $20.44 12BRG
15 10/28/25
318

CITY OF LINCOLN
COMMUNITY FACILITIES DISTRICT No. 2004-1

STORM WATER RETENTION BASIN MAINTENANCE
Fiscal Year 2025-26 Special Tax Roll
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-300-006 1475 ROEBLING ST $20.44 12BRG
329-300-007 1467 ROEBLING ST $20.44 12BRG
329-300-008 1459 ROEBLING ST $20.44 12BRG
329-300-009 1865 FIGG ST $20.44 12BRG
329-300-010 1857 FIGG ST $20.44 12BRG
329-300-011 1849 FIGG ST $20.44 12BRG
329-300-012 1841 FIGG ST $20.44 12BRG
329-300-013 1833 FIGG ST $20.44 12BRG
329-300-014 1825 FIGG ST $20.44 12BRG
329-300-015 1817 FIGG ST $20.44 12BRG
329-300-016 1809 FIGG ST $20.44 12BRG
329-300-017 1801 FIGG ST $20.44 12BRG
329-300-018 1040 TELFORD ST $20.44 12BRG
329-300-019 1032 TELFORD ST $20.44 12BRG
329-300-020 1024 TELFORD ST $20.44 12BRG
329-300-021 1016 TELFORD ST $20.44 12BRG
329-300-022 1008 TELFORD ST $20.44 12BRG
329-300-023 1011 TELFORD ST $20.44 12BRG
329-300-024 1019 TELFORD ST $20.44 12BRG
329-300-025 1027 TELFORD ST $20.44 12BRG
329-300-026 1035 TELFORD ST $20.44 12BRG
329-300-027 1043 TELFORD ST $20.44 12BRG
329-300-028 1051 TELFORD ST $20.44 12BRG
329-300-029 1059 TELFORD ST $20.44 12BRG
329-300-030 1067 TELFORD ST $20.44 12BRG
329-300-031 1075 TELFORD ST $20.44 12BRG
329-300-032 1083 TELFORD ST $20.44 12BRG
329-300-033 1091 TELFORD ST $20.44 12BRG
329-300-034 1099 TELFORD ST $20.44 12BRG
329-300-035 1788 EIFFEL ST $20.44 12BRG
329-300-036 1780 EIFFEL ST $20.44 12BRG
329-300-037 1772 EIFFEL ST $20.44 12BRG
329-300-038 1764 EIFFEL ST $20.44 12BRG
329-300-039 1756 EIFFEL ST $20.44 12BRG
329-300-040 1748 EIFFEL ST $20.44 12BRG
329-300-041 1740 EIFFEL ST $20.44 12BRG
329-300-042 1732 EIFFEL ST $20.44 12BRG
329-300-043 1724 EIFFEL ST $20.44 12BRG
329-300-044 1716 EIFFEL ST $20.44 12BRG
329-300-045 1708 EIFFEL ST $20.44 12BRG
329-300-046 1711 EIFFEL ST $20.44 12BRG
329-300-047 1719 EIFFEL ST $20.44 12BRG
329-300-048 1727 EIFFEL ST $20.44 12BRG
329-300-049 1735 EIFFEL ST $20.44 12BRG
329-300-050 1743 EIFFEL ST $20.44 12BRG
329-300-051 1751 EIFFEL ST $20.44 12BRG
329-300-052 1759 EIFFEL ST $20.44 12BRG
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-300-053 1767 EIFFEL ST $20.44 12BRG
329-300-054 1775 EIFFEL ST $20.44 12BRG
329-300-055 1783 EIFFEL ST $20.44 12BRG
329-300-056 1672 STRAUSS ST $20.44 12BRG
329-300-057 1664 STRAUSS ST $20.44 12BRG
329-300-058 1656 STRAUSS ST $20.44 12BRG
329-300-059 1648 STRAUSS ST $20.44 12BRG
329-300-060 1640 STRAUSS ST $20.44 12BRG
329-300-061 1632 STRAUSS ST $20.44 12BRG
329-300-062 1624 STRAUSS ST $20.44 12BRG
329-300-063 1616 STRAUSS ST $20.44 12BRG
329-300-064 1608 STRAUSS ST $20.44 12BRG
329-300-065 1611 STRAUSS ST $20.44 12BRG
329-300-066 1619 STRAUSS ST $20.44 12BRG
329-300-067 1627 STRAUSS ST $20.44 12BRG
329-300-068 1635 STRAUSS ST $20.44 12BRG
329-300-069 1643 STRAUSS ST $20.44 12BRG
329-300-070 1651 STRAUSS ST $20.44 12BRG
329-300-071 1659 STRAUSS ST $20.44 12BRG
329-300-072 1667 STRAUSS ST $20.44 12BRG
329-300-073 1472 ROEBLING ST $20.44 12BRG
329-300-074 1480 ROEBLING ST $20.44 12BRG
329-300-075 1488 ROEBLING ST $20.44 12BRG
329-300-076 1496 ROEBLING ST $20.44 12BRG
329-300-077 1504 ROEBLING ST $20.44 12BRG
329-300-078 1512 ROEBLING ST $20.44 12BRG
329-300-079 1520 ROEBLING ST $20.44 12BRG
329-310-001 1395 LEONHARDT LP $17.52 12BRG
329-310-002 1387 LEONHARDT LP $17.52 12BRG
329-310-003 1379 LEONHARDT LP $17.52 12BRG
329-310-004 1371 LEONHARDT LP $17.52 12BRG
329-310-005 1363 LEONHARDT LP $17.52 12BRG
329-310-006 1355 LEONHARDT LP $17.52 12BRG
329-310-007 1347 LEONHARDT LP $17.52 12BRG
329-310-008 1339 LEONHARDT LP $17.52 12BRG
329-310-009 1331 LEONHARDT LP $17.52 12BRG
329-310-010 1323 LEONHARDT LP $17.52 12BRG
329-310-011 1315 LEONHARDT LP $17.52 12BRG
329-310-012 1307 LEONHARDT LP $17.52 12BRG
329-310-013 1299 LEONHARDT LP $17.52 12BRG
329-310-014 1291 LEONHARDT LP $17.52 12BRG
329-310-015 1283 LEONHARDT LP $17.52 12BRG
329-310-016 1275 LEONHARDT LP $17.52 12BRG
329-310-017 1267 LEONHARDT LP $17.52 12BRG
329-310-018 1259 LEONHARDT LP $17.52 12BRG
329-310-019 1251 LEONHARDT LP $17.52 12BRG
329-310-020 1243 LEONHARDT LP $17.52 12BRG
16 10/28/25
319

CITY OF LINCOLN
COMMUNITY FACILITIES DISTRICT No. 2004-1

STORM WATER RETENTION BASIN MAINTENANCE
Fiscal Year 2025-26 Special Tax Roll
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-310-021 1235 LEONHARDT LP $17.52 12BRG
329-310-022 1227 LEONHARDT LP $17.52 12BRG
329-310-023 1219 LEONHARDT LP $17.52 12BRG
329-310-024 1211 LEONHARDT LP $17.52 12BRG
329-310-025 1203 LEONHARDT LP $17.52 12BRG
329-310-026 1248 LEONHARDT LP $17.52 12BRG
329-310-027 1256 LEONHARDT LP $17.52 12BRG
329-310-028 1264 LEONHARDT LP $17.52 12BRG
329-310-029 1272 LEONHARDT LP $17.52 12BRG
329-310-030 1280 LEONHARDT LP $17.52 12BRG
329-310-031 1288 LEONHARDT LP $17.52 12BRG
329-310-032 1296 LEONHARDT LP $17.52 12BRG
329-310-033 1304 LEONHARDT LP $17.52 12BRG
329-310-034 1312 LEONHARDT LP $17.52 12BRG
329-310-035 1320 LEONHARDT LP $17.52 12BRG
329-310-036 2227 MULLER ST $17.52 12BRG
329-310-037 2219 MULLER ST $17.52 12BRG
329-310-038 2211 MULLER ST $17.52 12BRG
329-310-039 2203 MULLER ST $17.52 12BRG
329-310-040 2195 MULLER ST $17.52 12BRG
329-310-041 2187 MULLER ST $17.52 12BRG
329-310-042 2179 MULLER ST $17.52 12BRG
329-310-043 2171 MULLER ST $17.52 12BRG
329-310-044 2163 MULLER ST $17.52 12BRG
329-310-045 2155 MULLER ST $17.52 12BRG
329-310-046 2150 MULLER ST $17.52 12BRG
329-310-047 2158 MULLER ST $17.52 12BRG
329-310-048 2166 MULLER ST $17.52 12BRG
329-310-049 2174 MULLER ST $17.52 12BRG
329-310-050 2182 MULLER ST $17.52 12BRG
329-310-051 2190 MULLER ST $17.52 12BRG
329-310-052 2198 MULLER ST $17.52 12BRG
329-310-053 2206 MULLER ST $17.52 12BRG
329-310-054 2214 MULLER ST $17.52 12BRG
329-310-055 1376 LEONHARDT LP $17.52 12BRG
329-310-056 1384 LEONHARDT LP $17.52 12BRG
329-310-057 1392 LEONHARDT LP $17.52 12BRG
329-310-058 2095 BROWN ST $17.52 12BRG
329-310-059 2087 BROWN ST $17.52 12BRG
329-310-060 2079 BROWN ST $17.52 12BRG
329-310-061 2071 BROWN ST $17.52 12BRG
329-310-062 2063 BROWN ST $17.52 12BRG
329-310-063 2055 BROWN ST $17.52 12BRG
329-310-064 2047 BROWN ST $17.52 12BRG
329-310-065 2039 BROWN ST $17.52 12BRG
329-310-066 2031 BROWN ST $17.52 12BRG
329-310-067 1155 TELFORD ST $17.52 12BRG
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
329-310-068 1147 TELFORD ST $17.52 12BRG
329-310-069 1139 TELFORD ST $17.52 12BRG
329-310-070 2036 BROWN ST $17.52 12BRG
329-310-071 2044 BROWN ST $17.52 12BRG
329-310-072 2052 BROWN ST $17.52 12BRG
329-310-073 2060 BROWN ST $17.52 12BRG
329-310-074 2068 BROWN ST $17.52 12BRG
329-310-075 2076 BROWN ST $17.52 12BRG
329-310-076 2084 BROWN ST $17.52 12BRG
329-310-077 2092 BROWN ST $17.52 12BRG
329-310-078 2100 BROWN ST $17.52 12BRG
329-310-079 2108 BROWN ST $17.52 12BRG
329-310-080 1987 BRUNEL ST $17.52 12BRG
329-310-081 1979 BRUNEL ST $17.52 12BRG
329-310-082 1971 BRUNEL ST $17.52 12BRG
329-310-083 1963 BRUNEL ST $17.52 12BRG
329-310-084 1955 BRUNEL ST $17.52 12BRG
329-310-085 1947 BRUNEL ST $17.52 12BRG
329-310-086 1939 BRUNEL ST $17.52 12BRG
329-310-087 1931 BRUNEL ST $17.52 12BRG
329-310-088 1923 BRUNEL ST $17.52 12BRG
329-310-089 1915 BRUNEL ST $17.52 12BRG
329-310-090 1910 BRUNEL ST $17.52 12BRG
329-310-091 1918 BRUNEL ST $17.52 12BRG
329-310-092 1926 BRUNEL ST $17.52 12BRG
329-310-093 1934 BRUNEL ST $17.52 12BRG
329-310-094 1942 BRUNEL ST $17.52 12BRG
329-310-095 1950 BRUNEL ST $17.52 12BRG
329-310-096 1958 BRUNEL ST $17.52 12BRG
329-310-097 1966 BRUNEL ST $17.52 12BRG
329-310-098 1974 BRUNEL ST $17.52 12BRG
329-310-099 1982 BRUNEL ST $17.52 12BRG
329-310-100 1451 ROEBLING ST $17.52 12BRG
329-310-101 1443 ROEBLING ST $17.52 12BRG
329-310-102 1435 ROEBLING ST $17.52 12BRG
329-310-103 1427 ROEBLING ST $17.52 12BRG
329-310-104 1419 ROEBLING ST $17.52 12BRG
329-310-105 1411 ROEBLING ST $17.52 12BRG
330-180-026 780 STERLING PW $93.68 TAY
330-180-027 800 STERLING PW $97.22 TAY
330-180-028 820 STERLING PW $282.84 TAY
330-180-029 39 LINCOLN BL $901.54 TAY
330-180-030 41 LINCOLN BL $194.44 TAY
330-180-031 47 LINCOLN BL $107.82 TAY
330-180-032 45 LINCOLN BL $86.62 TAY
330-180-033 43 LINCOLN BL $159.10 TAY
330-180-034 880 STERLING PW $167.94 TAY
17 10/28/25
320

CITY OF LINCOLN
COMMUNITY FACILITIES DISTRICT No. 2004-1

STORM WATER RETENTION BASIN MAINTENANCE
Fiscal Year 2025-26 Special Tax Roll
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
330-180-035 900 STERLING PW $152.02 TAY
330-180-036 37 LINCOLN BL $153.78 TAY
330-180-037 35 LINCOLN BL $155.56 TAY
330-180-038 33 LINCOLN BL $113.14 TAY
330-180-039 920 STERLING PW $229.80 TAY
330-180-043 51 LINCOLN BL $2,133.52 SNHD
330-180-044 53 LINCOLN BL $282.12 SNHD
330-180-045 55 LINCOLN BL $158.68 SNHD
330-180-046 49 LINCOLN BL $176.32 SNHD
330-180-047 721 E JOINER PW $229.22 SNHD
330-180-052 741 E JOINER PW $511.34 SNHD
330-180-053 751 E JOINER PW $211.58 SNHD
330-190-001 701 STERLING PW $154.68 STER
330-190-002 711 STERLING PW $149.28 STER
330-190-003 721 STERLING PW $143.88 STER
330-190-004 731 STERLING PW $91.72 STER
330-190-005 741 STERLING PW $133.10 STER
330-190-006 751 STERLING PW $109.72 STER
330-190-009 781 STERLING PW $97.12 STER
330-190-010 801 STERLING PW $233.82 STER
330-190-011 811 STERLING PW $122.30 STER
330-190-012 821 STERLING PW $66.54 STER
330-190-013 831 STERLING PW $98.92 STER
330-190-014 841 STERLING PW $77.34 STER
330-190-015 851 STERLING PW $64.74 STER
330-190-016 $305.76 STER
330-190-017 951 STERLING PW $233.82 STER
330-190-018 941 STERLING PW $156.48 STER
330-190-019 931 STERLING PW $233.82 STER
330-190-020 901 STERLING PW $143.88 STER
330-190-021 861 STERLING PW $131.30 STER
330-190-022 871 STERLING PW $156.48 STER
330-190-024 761 STERLING PW $341.74 STER
335-020-001 100 LETTERKENNY CT $34.58 12BRG
335-020-002 102 LETTERKENNY CT $34.58 12BRG
335-020-003 104 LETTERKENNY CT $34.58 12BRG
335-020-004 106 LETTERKENNY CT $34.58 12BRG
335-020-005 108 LETTERKENNY CT $34.58 12BRG
335-020-006 110 LETTERKENNY CT $34.58 12BRG
335-020-007 112 LETTERKENNY CT $34.58 12BRG
335-020-008 113 LETTERKENNY CT $34.58 12BRG
335-020-009 111 LETTERKENNY CT $34.58 12BRG
335-020-010 109 LETTERKENNY CT $34.58 12BRG
335-020-011 107 LETTERKENNY CT $34.58 12BRG
335-020-012 105 LETTERKENNY CT $34.58 12BRG
335-020-013 103 LETTERKENNY CT $34.58 12BRG
335-020-014 101 LETTERKENNY CT $34.58 12BRG
Assessor's
Parcel No. Property Address
FY 2025-26
Zone Amount
335-020-015 200 MUCKROSS ABBEY $34.58 12BRG
335-020-016 202 MUCKROSS ABBEY $34.58 12BRG
335-020-017 204 MUCKROSS ABBEY $34.58 12BRG
335-020-018 206 MUCKROSS ABBEY $34.58 12BRG
335-020-019 208 MUCKROSS ABBEY $34.58 12BRG
335-020-020 210 MUCKROSS ABBEY $34.58 12BRG
335-020-021 212 MUCKROSS ABBEY $34.58 12BRG
335-020-022 213 MUCKROSS ABBEY $34.58 12BRG
335-020-023 211 MUCKROSS ABBEY $34.58 12BRG
335-020-024 209 MUCKROSS ABBEY $34.58 12BRG
335-020-025 207 MUCKROSS ABBEY $34.58 12BRG
335-020-026 205 MUCKROSS ABBEY $34.58 12BRG
335-020-027 203 MUCKROSS ABBEY $34.58 12BRG
335-020-028 201 MUCKROSS ABBEY $34.58 12BRG
335-020-029 300 DINIS COTTAGE CT $34.58 12BRG
335-020-030 302 DINIS COTTAGE CT $34.58 12BRG
335-020-031 304 DINIS COTTAGE CT $34.58 12BRG
335-020-032 306 DINIS COTTAGE CT $34.58 12BRG
335-020-033 308 DINIS COTTAGE CT $34.58 12BRG
335-020-034 310 DINIS COTTAGE CT $34.58 12BRG
335-020-035 312 DINIS COTTAGE CT $34.58 12BRG
335-020-036 314 DINIS COTTAGE CT $34.58 12BRG
335-020-037 315 DINIS COTTAGE CT $34.58 12BRG
335-020-038 313 DINIS COTTAGE CT $34.58 12BRG
335-020-039 311 DINIS COTTAGE CT $34.58 12BRG
335-020-040 309 DINIS COTTAGE CT $34.58 12BRG
335-020-041 307 DINIS COTTAGE CT $34.58 12BRG
335-020-042 305 DINIS COTTAGE CT $34.58 12BRG
335-020-043 303 DINIS COTTAGE CT $34.58 12BRG
335-020-044 301 DINIS COTTAGE CT $34.58 12BRG
335-020-045 400 DONEGAL CT $34.58 12BRG
335-020-046 402 DONEGAL CT $34.58 12BRG
335-020-047 404 DONEGAL CT $34.58 12BRG
335-020-048 406 DONEGAL CT $34.58 12BRG
335-020-049 408 DONEGAL CT $34.58 12BRG
335-020-050 410 DONEGAL CT $34.58 12BRG
335-020-051 413 DONEGAL CT $34.58 12BRG
335-020-052 411 DONEGAL CT $34.58 12BRG
335-020-053 409 DONEGAL CT $34.58 12BRG
335-020-054 407 DONEGAL CT $34.58 12BRG
335-020-055 405 DONEGAL CT $34.58 12BRG
335-020-056 403 DONEGAL CT $34.58 12BRG
335-020-057 401 DONEGAL CT $34.58 12BRG
335-031-001 1851 LETTERKENNY DR $34.58 12BRG
335-031-002 1857 LETTERKENNY DR $34.58 12BRG
335-031-003 1863 LETTERKENNY DR $34.58 12BRG
335-031-004 1869 LETTERKENNY DR $34.58 12BRG
18 10/28/25
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