Agenda packet — Roseville City Council, January 18, 2023 (part 8 of 8)

Blue Oak Commerce Center ‐ CDFW CNDDB 5 mile search results:

Spea hammondii western spadefoot
AAABF02020
171
42145
42145
3812173
Roseville
PLA
T11N, R06E, Sec. 32, NW (M)
115
Amphibians 1
80 meters
Presumed Extant
Natural/Native occurrence
Unknown N
19910412
19910412

UNKNOWN
None
None
G2G3
S3
SSC
BLM_S; IUCN_NT
TRIBUTARY TO KASEBERG CREEK, 1.3

MILES NE OF JCT BASE LINE& FIDDYMENT
ROADS, ROSEVILLE. 5 CONSTRUCTED VERNAL POOLS AND
TRIBUTARY TO KASEBERG CREEK. MAPPED

TO SITE DESCRIPTION (ELEVATION GIVEN
DOESN'T MATCH).

VERNAL POOLS AND INTERMITTENT
CREEK. SURROUNDING LAND USE:

MITIGATION SITE, VARIOUS
DEVELOPMENTS.

SEVERAL TADPOLES OBSERVED, 1991.

THREATENED BY INCREASED
HYDROLOGYAND NON‐NATIVE FISHES.

Non‐native animal impacts; Other
20000120
Spea hammondii western spadefoot
AAABF02020
174
42151
42151
3812174
Pleasant Grove
PLA
T11N, R05E, Sec. 23, SE (M)
100
Amphibians 1
80 meters
Presumed Extant
Natural/Native occurrence
Good N
19930321
19930321

UNKNOWN
None
None
G2G3
S3
SSC
BLM_S; IUCN_NT
BEND IN PHILLIP ROAD, 1.5

MILEW OF JCT WITH
FIDDYMENT ROAD, 0.3 MILE

WEST WHERE ROAD

PARALLELS PLEASANT GROVE
CREEK.

ANNUAL GRASSLAND. 1 ADULT FOUND CROSSING
THE ROAD.

CHANGES IN

HYDROLOGY/URBAN
RUNOFF.

Other; Pollutio
n
20000120
Elanus leucurus white‐tailed kite
ABNKC06010
56 42671
42671
3812173
Roseville
PLA
T11N, R06E, Sec. 20, SE (M)
125
Birds 1
80 meters
Presumed Extant
Natural/Native occurrence
Good N
1999XXXX
199807XX
PVT‐HEWLETT PACKARD
None
None
G5
S3S4
FP
BLM_S; IUCN_LC

ON THE WEST SIDE OF THE SOUTH BRANCH OF

PLEASANT GROVE CREEK, BETWEEN FOOTHILLS
BLVD AND WOODCREEK OAKS BLVD, ROSEVILLE.

SITE IS LOCATED ALONG THE BORDER BETWEEN
WOODCREEK GOLF COURSE AND HEWLETT‐
PACKARD.

HABITAT CONSISTS OF RIPARIAN/OAK

WOODLAND, DOMINATED BY BLUE OAKS AND
INTERIOR LIVE OAKS.

SITE WAS VISITED WEEKLY, MAR‐JUL 1998; ADULT
COURTSHIP TO5 BEGGING FLEDGLINGS
OBSERVED. KITES DID NOT NEST AT THIS LOCATION
IN 1999, POSSIBLY DUE TO BOTH GREAT HORNED

OWLS AND AMERICAN KESTRELS NESTING
NEARBY.

THREATENED BY ENCROACHING DEVELOPMENT ALONG WOODCREEK OAKS BLVD.

Development
20000330

Page 31 of 31 ends

Search Results
CNPS Rare Plant Inventory
14 matches found. Click on scientific name for details
Search Criteria: Quad is one of [3812184:3812174:3812183:3812182:3812172:3812163:3812173:3812164:3812162] ▲ SCIENTIFIC
NAME
COMMON

NAME FAMILY LIFEFORM

BLOOMING
PERIOD
FED
LIST
STATE
LIST
GLOBAL
RANK
STATE
RANK

CA RARE
PLANT

RANK PHOTO
Balsamorhiza
macrolepis
big-scale
balsamroot
Asteraceae perennial herb Mar-Jun None None G2 S2 1B.2
©1998 Dean Wm.

Taylor
Brodiaea rosea
ssp. vallicola
valley
brodiaea
Themidaceae perennial
bulbiferous herb
AprMay(Jun)None None G5T3 S3 4.2
© 2011 Steven Perry
Chloropyron
molle ssp.
hispidum
hispid salty
bird's-beak
Orobanchaceae annual herb
(hemiparasitic)
Jun-Sep None None G2T1 S1 1B.1
No Photo Available
Clarkia biloba
ssp.
brandegeeae
Brandegee's
clarkia
Onagraceae annual herb (Mar)MayJulNone None G4G5T4 S4 4.2 No Photo Available
Downingia
pusilla
dwarf
downingia
Campanulaceae annual herb Mar-May None None GU S2 2B.2
No Photo Available
Fritillaria
agrestis
stinkbells Liliaceae perennial
bulbiferous herb
Mar-Jun None None G3 S3 4.2
© 2016 Aaron
Schusteff
Gratiola
heterosepala
Boggs Lake
hedgehyssop
Plantaginaceae annual herb Apr-Aug None CE G2 S2 1B.2
©2004 Carol W.

Witham
Juncus
leiospermus var.
ahartii
Ahart's
dwarf rush
Juncaceae annual herb Mar-May None None G2T1 S1 1B.2
© 2004 Carol W.

Witham
Juncus
leiospermus var.
leiospermus
Red Bluff
dwarf rush
Juncaceae annual herb Mar-Jun None None G2T2 S2 1B.1
©2016 Dylan
Neubauer
Legenere limosa legenere Campanulaceae annual herb Apr-Jun None None G2 S2 1B.1 ©2000 John Game
Leptosiphon
aureus
bristly
leptosiphon
Polemoniaceae annual herb Apr-Jul None None G4? S4? 4.2 © 2007 Len Blumin
Navarretia
myersii ssp.
myersii
pincushion
navarretia
Polemoniaceae annual herb Apr-May None None G2T2 S2 1B.1 © 2020 Leigh Johnson
Orcuttia viscida Sacramento
Orcutt grass
Poaceae annual herb AprJul(Sep)FE CE G1 S1 1B.1
No Photo Available
Sagittaria
sanfordii
Sanford's
arrowhead
Alismataceae perennial
rhizomatous herb
(emergent)
MayOct(Nov)None None G3 S3 1B.2
©2013 Debra L. Cook
Showing 1 to 14 of 14 entries
Suggested Citation:

California Native Plant Society, Rare Plant Program. 2022. Rare Plant Inventory (online edition, v9-01 1.5). Website https://www.rareplants.cnps.org [accessed 19 December 2022].

Vicinity Map
Copyright nearmap 2015, City of Roseville, Maxar
Roseville Parcel
Roseville Street Label
10/26/2022, 8:26:43 AM
0 0.05 0.1 0.2 mi
0 0.07 0.15 0.3 km
1:9,028
City of Roseville - Development Services
City of Roseville | Development Services
CC ATTACHMENT 7
RESOLUTION NO. 23-023
DENYING THE APPEAL FROM THE SEPTEMBER 22, 2022 APPROVAL BY THEPLANNING COMMISSION; ADOPTING THE TWO (2) FINDINGS OF FACT AND APPROVING THE MAJOR PROJECT PERMIT STAGE 1 MODIFICATION SUBJECT TO TEN (10) CONDITIONS OF APPROVAL; AND ADOPTING THE TWO (2) FINDINGS OF FACT AND APPROVING THE MAJOR PROJECT PERMIT STAGE 2 SUBJECT TO NINETY-THREE (93) CONDITIONS OF APPROVAL.

WHEREAS, on September 22, 2022, the Planning Commission held a public hearing on the Blue Oaks Commerce Center (Project) located at 2200 Freedom Way; and WHEREAS, the Project consists of four (4) industrial buildings totaling approximately 310,000-sqaure-feet; and
WHEREAS, the Project requires a Major Project Permit Stage 1 Modification and Major Project Permit Stage 2 to allow the construction of four (4) industrial buildings totaling approximately 310,000 square-feet in size; and
WHEREAS, on September 22, 2022, the Planning Commission considered the Addendum to the Blue Oaks Commerce Center Initial Study and Mitigated Negative Declaration; and WHEREAS, on September 22, 2022, the Planning Commission voted 6 aye, 0 no, and 1 absent to approve the Major Project Permit Stage 1 Modification after finding that with the conditions of approval, the Project was consistent with the following two (2) Findings of Fact:

1. The Preliminary Development Plan is consistent with the General Plan, applicable Specific Plan, and adopted City Design Guidelines.

2. The design and installation of the Preliminary Development Plan shall not be detrimental to the public health and safety, or be materially detrimental to the public welfare.

WHEREAS, on September 22, 2022, the Planning Commission voted 6 aye, 0 no, and 1 absent to approve the Major Project Permit Stage 2 after finding that with the conditions of approval, the Project was consistent with the following two (2) Findings of Fact:

1. The architecture and landscaping is consistent with the General Plan, applicableSpecific Plan, and adopted City Design Guidelines; and Phase 1 approval.

2. The design and installation of the Preliminary Development Plan shall not be detrimental to the public health and safety, or be materially detrimental to the public welfare.

WHEREAS, following the Planning Commission’s approval, an appeal was submitted by the Lozeau Drury law firm on September 30, 2022, based on concerns that the project had an inadequate environmental review; and
WHEREAS, a review of the record shows that the Project’s Addendum is the appropriate CEQA document; and
WHEREAS, after holding a hearing on January 18, 2023 and considering the entire record, staff recommends that the City Council consider the Blue Oaks Commerce Center Addendum to the Blue Oaks Commerce Center Initial Study and Mitigated Negative Declaration and deny the appeal of the Planning Commission’s approval of the Major Project Permit Stage 1 Modification and Major Project Permit Stage 2, because the necessary findings of facts can be made; and WHEREAS, staff recommends that the City Council adopt the two (2) Findings of Fact for the Major Project Permit Stage 1 Modification and approve the Major Project Permit Stage 1 Modification subject to ten (10) conditions of approval; and WHEREAS, staff recommends that the City Council adopt the two (2) Findings of Fact for the Major Project Permit Stage 2 and approve the Major Project Permit Stage 2 subject to ninetythree (93) conditions of approval; and NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Roseville hereby considers the Blue Oaks Commerce Center Addendum and denies the appeal of the Planning Commission’s September 22, 2022 approval of the Major Project Permit Stage 1 Modification and Major Project Permit Stage 2; and
BE IT FURTHER RESOLVED that the City Council hereby adopts the two (2) Findings of Fact for the Major Project Permit Stage 1 Modification and approves the Major Project Permit Stage 1 Modification subject to ten (10) conditions of approval; and BE IT FURTHER RESOLVED that the City Council hereby adopts the two (2) Findings of Fact for the Major Project Permit Stage 2 and approves the Major Project Permit Stage 2 subject to ninety-three (93) conditions of approval.

PASSED AND ADOPTED by the Council of the City ofRoseville this , 2023, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR
City Clerk
2 REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22

CC EXHIBIT B

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22
END NEW FOG LINE STRIPE (CONFORM) END PAVEMENT WIDENING (CONFORM) 8N7N7N7N OH/E OH/E OH/E OH/E OH/E OH/E OH/E
OH/E

OH/E VAN
TRAN.

G G
TRAN.

G G VAN VAN
TRAN.

G
G VAN
TRAN.

G
G
130
130 130128
129
129
131
131 130 130
130
130
130
129
129
129 129 129 131
131131 131
131
131
131
131
132 132
132
132
132
132
132 132 132 133
130
130
130
128
129 130 129
132
133
134 135 133
133 134 136 131132 137 133
133 133134
132132
132
132
133
130 129
131
132 133 134
130
130
131 131 132 133 134
130
130 131
131 133 132
134
130 130 129131132 130
129
131
130
131 BLUE OAKS BLVD.

INDUSTRIAL AVENUE ℄ FREEDOM WAY
FIDELITY WAY ℄
130
131 130 131 131
℄
133 134 130 130
129
130 131 128 128
130
131 BLDG A 134.45 FF BLDG B 132.15 FF BLDG C 131.75 FF BLDG D 132.95 FF CHECKED PROJ. NO. DATE DRAWN REVISIONS PROJECT NAME SCALE \\srv06\VLMK-Projects\Acad2021\20210696\0-Drawings\100 C1.0 GRADING PLAN.dwg8/5/2022 12:04 PM ADDRESS AS NOTED # DATE DESCRIPTION BLUE OAKS COMMERCE CENTER (BOCC) 2200 FREEDOM WAY ROSEVILLE, CA. AS NOTED 20210696 DECEMBER 2021 Schnitzer P R O P E R T I E S VLMK.COM 3933 S Kelly Avenue Portland, Oregon 97239 503.222.4453 23 JG BMD C1.0 OVERALL GRADING PLAN E
S
W OVERALL GRADING PLAN 80
0 80 160 240 1" = 80' FIRE DEPARTMENT CONNECTION (FDC) GATE VALVE CHECK VALVE UTILITY POLE LIGHT POLE TRANSFORMER WALL MOUNTED LIGHT VALVE BOX COVER TRANSFORMER AND PAD UTILITY VAULT FIRE HYDRANT (FH) MANHOLE (MH) CATCH BASIN (CB) -OR- AREA DRAIN (AD) METER NEW. GENERAL SYMBOLS POST INDICATOR VALVE CLEAN OUT (CO) C.O. ABBREVIATIONS AC ASPHALT CONCRETE AD AREA DRAIN B.M. BENCH MARK CB CATCH BASIN CONC CONCRETE EG EXISTING GRADE EL ELEVATION EXTG EXISTING F.F. FINISHED FLOOR ELEVATION FG FINISHED GRADE GB GRADE BREAK H.P. HIGH POINT MH MANHOLE TC TOP OF CONCRETE TYP. TYPICAL 1. PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING UTILITIES AND TOPOGRAPHY ARE AS SHOWN ON PLANS. WHEN ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. CONTRACTOR TO LEAVE ALL AREAS OF PROJECT FREE OF DEBRIS AND UNUSED CONSTRUCTION MATERIAL. 3. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, SURVEYING, TESTING, PERSONNEL, TRAFFIC SAFETY CONTROL AND AS-BUILTS FOR ALL PHASES OF CONSTRUCTION. 4. CONTRACTOR SHALL COORDINATE PUBLIC IMPROVEMENTS AND INSPECTIONS WITH THE CITY OF ROSEVILLE. 5. PROPERTY LINE BEARINGS AND DISTANCES AS WELL AS SITE AREA CALCULATIONS ARE PROVIDED FOR ZONING AND PERMIT REVIEW ONLY. REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS ARE TO BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. 6. PROPERTY CORNER SURVEY MONUMENTS, WHICH ARE IN DANGER OF BEING DISTURBED OR DESTROYED BY THE WORK OF THIS PROJECT, SHALL BE TIED-OUT BY A REGISTERED PROFESSIONAL SURVEYOR PRIOR TO THE BEGINNING OF ANY CONSTRUCTION, AND SHALL BE RE-SET IN ACCORDANCE WITH STATE LAW, IMMEDIATELY FOLLOWING THE COMPLETION OF ALL CONSTRUCTION 7. ADA REQUIREMENTS - ALL ACCESSIBLE ROUTES AND PARKING SPACES, AISLES, RAMPS, ETC. SHALL BE INCOMPLIANCE WITH THE CURRENT OSSC REQUIREMENTS AND ANSI-A117.1-2009 (ADAAG). ADDITIONAL DESIGN PARAMETERS: 7.1. MAXIMUM RAMP SLOPE SHALL NOT EXCEED 7.5% 7.2. MAXIMUM WALK CROSS-SLOPE SHALL NOT EXCEED 1.5% 7.3. MAXIMUM LANDING SLOPE SHALL NOT EXCEED 1.5% 7.4. NO PORTION OF ADA PARKING SPACES AND AISLES SHALL EXCEED 2.0% 1. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 811 OR 1-800-332-2344. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CALL CENTER. YOU MUST NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 811 OR 1-800-332-2344. 2. ALL NEW CONTOURS SHOWN ARE FINISH GRADES, UNLESS OTHERWISE NOTED. 3. ORGANIC AND UNDESIRABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION AREA AS DIRECTED BY THE ENGINEER. 4. ALL DISTURBED AREAS NOT LANDSCAPED ARE TO BE HYDROSEEDED OR BEDDED IN STRAW TO PREVENT EROSION. SEE EROSION CONTROL PLAN. 5. ALL FILL AREAS SHALL BE STRIPPED OF ORGANIC MATERIAL. FILL WILL BE PLACED IN 6 TO 8-INCH LIFTS AND COMPACTED TO 95 PERCENT RELATIVE MAXIMUM DENSITY ACCORDING TO ASTM D-1557 STANDARDS. BASE ROCK IN THE PAVED AREAS WILL BE COMPACTED TO 95% ASTM D-1557. LANDSCAPED AREAS WILL BE COMPACTED TO 90 PERCENT. ADDITIONAL COMPACTION TESTS MAY BE REQUIRED BY THE CITY OR THE ENGINEER OF RECORD, IF POOR COMPACTION EFFORTS ARE OBSERVED DURING CONSTRUCTION. COMPACTION REPORTS FROM A REPUTABLE TESTING LAB WILL BE SUPPLIED TO THE ENGINEER. 6. INTERIOR SIDE SLOPES SHALL BE 3 HORIZONTAL TO 1 VERTICAL IN WATER QUALITY/DETENTION POND, TYPICAL. 7. TOPSOIL STRIPPINGS SHALL BE REPLACED IN LANDSCAPING AREAS AFTER SITE GRADING HAS BEEN COMPLETED. GENERAL NOTES GRADING NOTES SEE SHEET G1.0 FOR PAVEMENT SECTIONS NEW ASPHALT PAVING AS NOTED PROVIDE STAKE.NEW CONTOUR LINE EXISTING CONTOUR LINE 144 EXISTING SPOT ELEVATION NEW SPOT ELEVATION 140 GRADING SYMBOLS 142.84 EG143.40 FG OVERLAND RELEASE ARROW SURVEY LEGEND ROAD SIGN MONUMENT FOUND AS NOTED DIMENSION POINT POST INDICATOR VALVE BLOW OFF VALVE DOUBLE DETECTOR CHECK VALVE BACKFLOW PREVENTOR WATER VALVE WATER METER FIRE DEPARTMENT CONNECTION FIRE HYDRANT DRAIN INLET CURB INLET CLEANOUT MANHOLE TRAFFIC SIGNAL STREET LIGHT (ELECTROLIER) AREA LIGHT OR POLE LIGHT POWER OR TELEPHONE POLE W/GUY TRANSFORMER EDGE OF PAVEMENT UNDERGROUND SEWER PIPE UNDERGROUND STORM DRAIN PIPE UNDERGROUND WATER PIPE FOUND MONUMENT IN WELL KEY PLAN N.T.S. C1.1 C 1.2 C1.3 C1.4 REVISED MODIFIED STAGE I AND STAGE II INTAKE SET:
08-01-22

CC EXHIBIT C
303 128.10 OH/E OH/E OH/E OH/E OH/E OH/E OH/E OH/E OH/E OH/E OH/E VAN G
G 130
130
130
129
129 129 131
131
131 131 131
131
131
131
132
132 132
132
132
132 133
130
130
130
128
129 130 129 130
129
131128.75 CONC/AC 128.75 CONC/AC 128.05 CONC/AC 128.05 CONC/AC 128.05 CONC/AC 128.05 CONC/AC 128.75 CONC/AC 128.75 CONC/AC 128.75 CONC/AC 128.75 CONC/AC 128.05 CONC/AC 128.05 CONC/AC 131.73 AT DOOR 131.73 AT DOOR 132.93 AT DOOR 131.73 AT DOOR 132.95 FF 128.95 CONC 132.95 FF 128.95 CONC 132.95 FF 128.95 CONC 131.75 FF 127.75 CONC 131.75 FF 127.75 CONC 131.75 FF 127.75 CONC 132.93 AT DOOR 132.93 AT DOOR 132.93 AT DOOR 131.73 AT DOOR 132.93 AT DOOR 132.93 AT DOOR 132.93 AT DOOR 131.73 AT DOOR 131.73 AT DOOR 131.73 AT DOOR 130.86 TC 130.36 AC 130.65 TC 130.15 AC 130.37 TC 129.87 AC CB RIM 129.17 130.80 TC 130.30 AC 130.80 TC 130.30 AC 130.56 TC 130.06 AC 132.20 TC 131.70 AC 132.26 TC 131.76 AC 132.20 TC 131.70 AC 131.10 TC 130.60 AC 132.10 TC 131.60 AC 131.10 TC 130.60 AC 129.41 TC 128.91 AC 130.49 TC 129.99 AC 131.50 TC 131.00 AC 131.50 TC 131.00 AC 131.58 TC 131.08 AC 131.49 TC 130.99 AC 131.49 TC 130.99 AC 131.49 TC 130.99 AC 131.49 TC 130.99 AC 131.49 TC 130.99 AC 131.49 TC 130.99 AC 131.49 TC 130.99 AC 132.78 TC 132.28 AC 132.78 TC 132.28 AC 132.26 TC 131.76 AC 132.02 TC 131.52 AC 132.69 TC 132.19 AC 132.69 TC 132.19 AC 132.69 TC 132.19 AC 132.69 TC 132.19 AC 132.69 TC 132.19 AC 132.69 TC 132.19 AC 132.69 TC 132.19 AC 132.78 TC 132.28 AC 131.55 TC 131.05 AC 131.58 CONC 131.58 CONC 131.58 CONC 131.58 CONC 131.58 CONC 131.58 CONC 132.78 CONC 132.78 CONC 132.78 CONC 132.78 CONC 132.78 CONC 132.78 CONC 132.50 TC 132.00 AC 131.65 TC 131.15 AC 132.31 TC 131.81 AC 131.57 TC 132.39 TC 131.07 AC 131.89 AC 132.56 TC 132.06 AC 132.21 TC 131.71 AC 131.17 TC 130.67 AC 131.00 TC 130.50 AC 130.11 TC 129.61 AC 131.26 TC 130.76 AC 131.33 TC 130.83 AC 131.46 TC 130.96 AC 127.84 TC 127.34 AC 127.76 TC 127.26 AC 129.89 TC 129.39 AC 130.48 TC 129.98 AC SFCB RIM 127.60 SFCB RIM 127.60 SFCB RIM 127.60 CB RIM 128.64 CB RIM 129.28 131.03 TC 130.53 AC CB RIM 129.72 CB RIM 129.68 131.15 TC 130.65 AC 131.15 TC 130.65 AC FILTERA GL 130.66 FILTERA GL 130.60 131.10 TC 130.60 AC 131.10 TC 130.60 AC FILTERA GL 130.60 131.00 TC 130.50 AC 130.37 TC 129.87 AC BLDG C 131.75 FF BLDG D 132.95 FF 130.49 TC 129.99 AC 130
131
EXTG 20.0' P.U.E. EXTG 25.0' P.U.E.

EXTG 20.0' P.U.E. 131 128 BLUE OAKS BLVD

INDUSTRIAL AVE
℄ FREEDOM WAY PROPOSED 15.0' SAN EASEMENT
H.P.

2.4% 2.9%

2.2%

3.2%

1.5%

2.6%

2.7%

3.0%

2.3%

2.5%

3.0%

1.3%

3.3%

6.8%

2.8% H.P. CHECKED PROJ. NO. DATE DRAWN REVISIONS PROJECT NAME SCALE \\srv06\VLMK-Projects\Acad2021\20210696\0-Drawings\100 C1.0 GRADING PLAN.dwg8/5/2022 12:04 PM ADDRESS AS NOTED # DATE DESCRIPTION BLUE OAKS COMMERCE CENTER (BOCC) 2200 FREEDOM WAY ROSEVILLE, CA. AS NOTED 20210696 DECEMBER 2021 Schnitzer P R O P E R T I E S VLMK.COM 3933 S Kelly Avenue Portland, Oregon 97239 503.222.4453 23 JG BMD C1.1 GRADING PLAN NW INDUSTRIAL AVENUE FREEDOM WAYBLUE OAKS BLVD.

FIDELITY WAY KEY PLAN N.T.S. C1.1 C 1.2 C1.3 C1.4
E
S
W GRADING PLAN NW 30
0 30 60 90 1" = 30' MATCH LINE - SEE SHEET C1.3
MATCH LINE - SEE SHEET C1.2

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22
7N 22900 129.95 ramp OH/E OH/E OH/E OH/E OH/E OH/E OH/E OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
TRAN.

G
TRAN.

G VAN
130
130 130128
129
129
129
131
131 130
130
129 129 131
131
132 132 132 132 128.05 CONC/AC 128.05 CONC/AC 128.05 CONC/AC 128.05 CONC/AC 128.05 CONC/AC 128.05 CONC/AC 128.75 CONC/AC 128.75 CONC/AC 128.75 CONC/AC 128.75 CONC/AC 128.75 CONC/AC 128.75 CONC/AC 128.75 CONC/AC 128.75 CONC/AC 128.05 CONC/AC 128.05 CONC/AC 132.93 AT DOOR 132.93 AT DOOR 132.93 AT DOOR 132.93 AT DOOR 132.93 AT DOOR 131.73 AT DOOR 131.73 AT DOOR 131.73 AT DOOR 131.73 AT DOOR 131.73 AT DOOR 131.75 FF 127.75 CONC 131.75 FF 127.75 CONC 131.75 FF 127.75 CONC 131.75 FF 127.75 CONC 132.95 FF 128.95 CONC 132.95 FF 128.95 CONC 132.95 FF 128.95 CONC 132.95 FF 128.95 CONC 131.73 AT DOOR 131.73 AT DOOR 131.73 AT DOOR 131.73 AT DOOR 132.93 AT DOOR 132.93 AT DOOR 132.93 AT DOOR 132.93 AT DOOR 132.78 CONC 132.78 CONC 132.78 CONC 132.78 CONC 132.78 CONC 132.78 CONC 132.78 CONC 132.78 CONC 131.58 CONC 131.58 CONC 131.58 CONC 131.58 CONC 131.58 CONC 131.58 CONC 131.58 CONC 131.58 CONC 130.67 TC 130.17 AC CB RIM 129.50 CB RIM 129.54 130.80 TC 130.30 AC 131.49 TC 130.99 AC 131.49 TC 130.99 AC 131.49 TC 130.99 AC 131.49 TC 130.99 AC 131.49 TC 130.99 AC 131.49 TC 130.99 AC 131.49 TC 130.99 AC 131.49 TC 130.99 AC 131.49 TC 130.99 AC 131.78 TC 131.28 AC 131.50 TC 131.00 AC CB RIM 129.34 131.21 TC 130.71 AC 132.78 TC 132.28 AC 132.70 TC 132.20 AC 132.15 TC 131.65 AC 132.67 TC 132.17 AC 131.50 TC 131.00 AC 131.50 TC 131.00 AC 132.50 TC 132.00 AC 131.10 TC 130.60 AC 131.10 TC 130.60 AC 132.25 TC 131.75 AC 132.57 TC 132.07 AC 131.10 TC 130.60 AC 131.10 TC 130.60 AC 131.99 TC 131.49 AC 133.03 TC 132.53 AC 132.35 TC 131.85 AC 132.69 TC 132.19 AC 132.69 TC 132.19 AC 132.69 TC 132.19 AC 132.69 TC 132.19 AC 132.69 TC 132.19 AC 132.69 TC 132.19 AC 132.69 TC 132.19 AC 132.69 TC 132.19 AC 132.69 TC 132.19 AC 131.44 TC 130.94 AC 132.46 TC 131.96 AC 131.66 TC 131.16 AC 132.69 TC 132.19 AC 131.58 TC 131.08 AC 131.69 TC 131.19 AC 132.43 TC 131.93 AC 132.52 TC 132.02 AC 132.24 TC 131.74 AC 132.58 TC 132.08 AC 132.56 TC 132.06 AC 131.28 TC 130.78 AC 131.00 TC 130.50 AC 131.28 TC 130.78 AC 131.28 TC 130.78 AC 131.24 TC 130.74 AC 131.03 TC 130.53 AC 130.91 TC 130.41 AC 130.53 TC 130.03 AC 130.38 TC 129.88 AC130.22 TC 129.72 AC 131.18 TC 130.68 AC 131.05 TC 130.55 AC 131.00 TC 130.50 AC 130.92 TC 130.42 AC 132.90 TC 132.40 AC 131.73 AT DOOR 130.90 TC 130.40 AC 130.92 TC 130.42 AC CB RIM 129.65 CB RIM 129.66 SFCB RIM 127.60 SFCB RIM 127.60 SFCB RIM 127.60 SFCB RIM 127.60 FILTERA GL 131.01 FILTERA GL 130.60 FILTERA GL 130.60 GRATE EL 126.18 131.50 TC 131.00 AC 132.21 TC 131.71 AC BLDG C 131.75 FF BLDG D 132.95 FF 129.96 TC 129.46 AC 132.70 TC 132.20 AC 131.73 AT DOOR 132.93 AT DOOR 131.50 TC 131.00 AC 130.84 TC 130.34 AC 130.84 TC 130.34 AC 130.80 TC 130.30 AC 130 131 128 130
131 FREEDOM WAY BLUE OAKS BLVD

FIDELITY WAY
℄
H.P.

2.8%

3.1%

2.6%

2.2%

1.2%

1.8% 2.0%

1.8%

2.8%

1.9%

1.0%

2.6%

2.8%

2.4%

1.3%

1.8%

1.3%

1.3% H.P.
1 C1.2 130 128
129
129
129 131.72 CONC 131.55 CONC 127.67 CONC 127.60 CONC 127.51 CONC 127.38 CONC 127.52 CONC 127.60 CONC 129.69 CONC 129.62 CONC 129.77 CONC 129.69 CONC 129.79 129.86 CONC CONC 129.79 CONC 129.71 CONC 131.72 CONC 131.80 CONC 131.80 CONC 131.62 CONC 0.0% 0.0%

1.5%

7.1%

7.2% 1.5% 1.5%

1.5%

1.5% 4.0% 7.7%

2.6% 2.0% 3.3% 1.5% 1.5%

1.5%

1.5% 1.5%

1.5% CHECKED PROJ. NO. DATE DRAWN REVISIONS PROJECT NAME SCALE \\srv06\VLMK-Projects\Acad2021\20210696\0-Drawings\100 C1.0 GRADING PLAN.dwg8/5/2022 12:05 PM ADDRESS AS NOTED # DATE DESCRIPTION BLUE OAKS COMMERCE CENTER (BOCC) 2200 FREEDOM WAY ROSEVILLE, CA. AS NOTED 20210696 DECEMBER 2021 Schnitzer P R O P E R T I E S VLMK.COM 3933 S Kelly Avenue Portland, Oregon 97239 503.222.4453 23 JG BMD C1.2 GRADING PLAN NE INDUSTRIAL AVENUE FREEDOM WAYBLUE OAKS BLVD.

FIDELITY WAY KEY PLAN N.T.S. C1.1 C1.2 C1.3 C1.4
E
S
W GRADING PLAN NE 30
0 30 60 90 1" = 30'
E
S

W ADA GRADING DETAIL
5 0
5 10 15 1 1" = 5' C1.2 MATCH LINE - SEE SHEET C1.4
MATCH LINE - SEE SHEET C1.1

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22
TRAN.

G VAN
TRAN.

G 131 132 133
133 133 134
132 132
132
132
133
130 129
131
132 133 134 130 129 131 132 128.70 CONC/AC 128.70 CONC/AC 128.70 CONC/AC 128.70 CONC/AC 128.72 CONC/AC 128.70 CONC/AC 129.95 CONC/AC 129.95 CONC/AC 129.95 CONC/AC 129.95 CONC/AC 132.13 AT DOOR 132.13 AT DOOR 132.15 FF 128.15 CONC 132.13 AT DOOR 132.15 FF 128.15 CONC 132.15 FF 128.15 CONC 132.13 AT DOOR 132.13 AT DOOR 132.13 AT DOOR 132.13 AT DOOR 134.43 AT DOOR 134.43 AT DOOR 134.43 AT DOOR 134.45 FF 130.45 CONC 134.43 AT DOOR 134.45 FF 130.45 CONC 134.45 FF 130.45 CONC 134.43 AT DOOR 134.43 AT DOOR 134.42 AT DOOR 129.95 CONC/AC 134.30 CONC 134.30 CONC 134.30 CONC 134.30 CONC 134.30 CONC 134.30 CONC 131.93 CONC 131.93 CONC 131.93 CONC 131.93 CONC 131.93 CONC 131.93 CONC 130.72 TC 130.22 AC CB RIM 130.15 133.55 TC 133.05 AC 133.60 TC 133.10 AC131.50 TC 131.00 AC 131.50 TC 131.00 AC 131.90 TC 131.40 AC 132.30 TC 131.80 AC 131.12 TC 130.62 AC 132.30 TC 131.80 AC 134.23 TC 133.73 AC 130.50 TC 130.00 AC 130.59 TC 130.09 AC 131.59 TC 131.09 AC 130.55 TC 130.05 AC 130.55 TC 130.05 AC 132.50 TC 132.00 AC 132.50 TC 132.00 AC 134.21 TC 133.71 AC 134.21 TC 133.71 AC 133.45 TC 132.95 AC 133.45 TC 132.95 AC 132.50 TC 132.00 AC 132.51 TC 132.01 AC 134.21 TC 133.71 AC 134.21 TC 133.71 AC 134.21 TC 133.71 AC 134.21 TC 133.71 AC 131.84 TC 131.34 AC 131.84 TC 131.34 AC 131.84 TC 131.34 AC 131.84 TC 131.34 AC 131.84 TC 131.34 AC 131.84 TC 131.34 AC 131.84 TC 131.34 AC 129.99 TC 129.49 AC CB RIM 129.40 130.67 TC 130.17 AC 131.14 TC 130.64 AC 131.30 TC 130.80 AC 134.21 TC 133.71 AC 133.93 TC 133.43 AC 131.52 TC 131.02 AC 129.92 CONC/TC 131.49 TC 130.99 AC 130.85 TC 130.35 AC 130.73 TC 130.23 AC 131.55 TC 131.05 AC 131.63 TC 131.13 AC 131.60 TC 131.10 AC 131.70 TC 131.20 AC 133.85 TC 133.35 AC 133.07 TC 132.57 AC 134.11 TC 133.61 AC 133.97 TC 133.47 AC 133.82 TC 133.32 AC 133.65 TC 133.15 AC 133.05 TC 132.55 AC 131.16 TC 130.66 AC 130.34 TC 129.84 AC CB RIM 129.81 SFCB RIM 128.00 SFCB RIM 128.00 SFCB RIM 128.00 FILTERA GL 132.01 129.95 CONC/AC FILTERA GL 132.00 FILTERA GL 130.05 GRATE EL 126.58132.03 TC 131.53 AC 132.49 TC 131.99 AC 129.55 TC 129.05 AC 132.37 TC 131.87 AC 129.58 TC 129.08 AC 131.94 TC 131.44 AC BLDG A 134.45 FF BLDG B 132.15 FF 132.13 AT DOOR 134.21 TC 133.71 AC 134.20 BERM 134.20 BERM 131.50 TC 131.00 AC 130
131 EXTG 20.0' P.U.E. EXTG 20.0' WATER EASEMENT
EXTG 20.0' P.U.E. 130FREEDOM WAY

INDUSTRIAL AVE
℄ PROPOSED 15.0' SAN EASEMENT PROPOSED 15.0' SAN EASEMENT H.P.7.8%

1.2%

2.2%

1.6%

2.5%

3.3%

3.2%

3.3%

2.2%

3.9%

5.4%

3.5%

2.0%

1.2% H.P. CHECKED PROJ. NO. DATE DRAWN REVISIONS PROJECT NAME SCALE \\srv06\VLMK-Projects\Acad2021\20210696\0-Drawings\100 C1.0 GRADING PLAN.dwg8/5/2022 12:05 PM ADDRESS AS NOTED # DATE DESCRIPTION BLUE OAKS COMMERCE CENTER (BOCC) 2200 FREEDOM WAY ROSEVILLE, CA. AS NOTED 20210696 DECEMBER 2021 Schnitzer P R O P E R T I E S VLMK.COM 3933 S Kelly Avenue Portland, Oregon 97239 503.222.4453 23 JG BMD C1.3 GRADING PLAN SW INDUSTRIAL AVENUE FREEDOM WAYBLUE OAKS BLVD.

FIDELITY WAY KEY PLAN N.T.S. C1.1 C1.2 C1.3 C1.4
E
S
W GRADING PLAN SW 30
0 30 60 90 1" = 30' MATCH LINE - SEE SHEET C1.1
MATCH LINE - SEE SHEET C1.4

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22
VAN G G 132 133
134 135 133 133 134 136 137 130 130 131 131 132 133 134 130 130 131 131 132 133 134 130 128.72 CONC/AC 128.72 CONC/AC 128.70 CONC/AC 128.70 CONC/AC 128.70 CONC/AC 128.70 CONC/AC 128.70 CONC/AC 129.95 CONC/AC 129.95 CONC/AC 129.95 CONC/AC 129.95 CONC/AC 129.95 CONC/AC 129.95 CONC/AC 129.95 CONC/AC 134.43 AT DOOR 134.43 AT DOOR 134.43 AT DOOR 134.43 AT DOOR 138.45 FF 134.45 CONC 138.45 FF 134.45 CONC 138.45 FF 134.45 CONC 138.45 FF 134.45 CONC 134.43 AT DOOR 134.43 AT DOOR 134.43 AT DOOR 134.42 AT DOOR 132.13 AT DOOR 132.13 AT DOOR 132.13 AT DOOR 132.13 AT DOOR 136.15 FF 132.15 CONC 136.15 FF 132.15 CONC 136.15 FF 132.15 CONC 136.15 FF 132.15 CONC 132.13 AT DOOR 132.13 AT DOOR 132.13 AT DOOR 132.13 AT DOOR 134.30 CONC 134.30 CONC 134.30 CONC 134.30 CONC 134.30 CONC 134.30 CONC 134.30 CONC 134.30 CONC 131.93 CONC 131.93 CONC 131.93 CONC 131.93 CONC 131.93 CONC 131.93 CONC 131.93 CONC 131.93 CONC 133.71 TC 133.21 AC 133.82 TC 133.32 AC 132.50 TC 132.00 AC 132.50 TC 132.00 AC 133.49 TC 132.99 AC 133.38 TC 132.88 AC 132.50 TC 132.00 AC 132.50 TC 132.00 AC 133.99 TC 133.49 AC 134.21 TC 133.71 AC 134.21 TC 133.71 AC 134.21 TC 133.71 AC 134.21 TC 133.71 AC 134.21 TC 133.71 AC 134.21 TC 133.71 AC 134.21 TC 133.71 AC 134.21 TC 133.71 AC 134.21 TC 133.71 AC 131.84 TC 131.34 AC 131.84 TC 131.34 AC 131.84 TC 131.34 AC 131.84 TC 131.34 AC 131.84 TC 131.34 AC 131.84 TC 131.34 AC 131.84 TC 131.34 AC 131.84 TC 131.34 AC 131.84 TC 131.34 AC 131.84 TC 131.34 AC CB RIM 128.90 129.57 TC 129.07 AC 130.50 TC 130.00 AC 130.39 TC 129.89 AC 130.10 TC 129.60 AC 131.00 TC 130.50 AC 130.34 TC 129.84 AC CB RIM 129.74 131.05 TC 130.55 ACCB RIM 129.83 131.84 TC 131.34 AC 131.76 TC 131.26 AC 130.35 TC 129.85 AC 130.44 TC 129.94 AC 131.57 TC 131.07 AC 131.41 TC 130.91 AC 132.99 TC 132.49 AC 132.83 TC 132.33 AC 132.78 TC 132.28 AC 132.78 TC 132.28 AC 134.00 TC 133.50 AC 134.00 TC 133.50 AC 134.30 CONC 132.74 TC 132.24 AC 130.10 TC 129.60 AC 130.80 TC 130.30 AC 131.53 TC 131.03 AC 130.80 TC 130.30 AC 131.40 TC 130.90 AC 131.59 TC 131.09 AC 131.68 TC 131.18 AC 131.58 TC 131.08 AC 131.66 TC 131.16 AC 130.70 TC 130.20 AC 133.97 TC 133.47 AC 133.82 TC 133.32 AC 133.97 TC 133.47 AC 133.82 TC 133.32 AC 134.03 TC 133.53 AC 133.65 TC 133.15 AC 133.06 TC 132.56 AC 133.65 TC 133.15 AC 133.05 TC 132.55 AC 134.15 TC 133.65 AC 138.45 FF 134.45 CONC SFCB RIM 128.00 SFCB RIM 128.00 SFCB RIM 128.00 SFCB RIM 128.00 CB RIM 129.13 SFCB RIM 132.23 130.94 TC 130.44 AC 133.50 TC 133.00 AC 133.92 TC 133.42 AC 131.00 TC 130.50 AC FILTERA GL 132.00 GRATE EL 126.44 129.95 CONC/AC 128.70 CONC/AC 131.62 TC 131.12 AC FILTERA GL 132.03 131.52 TC 131.02 AC BLDG A 134.45 FF BLDG B 132.15 FF 134.20 BERM 134.20 BERM 131.76 TC 131.26 AC 131.89 TC 131.39 AC EXTG R.O.W. PROPERTY LINE PROPERTY LINE EXTG 20.0' WATER EASEMENT EXTG 20.0' P.U.E.

EXTG 20.0' WATER
EASEMENT 133 134 130 129 130 131 FREEDOM WAY PROPOSED 15.0' SAN EASEMENT PROPOSED 15.0' SAN EASEMENT

2.5%

2.2% 3.1%

1.4%3.3% 2.0% H.P. CHECKED PROJ. NO. DATE DRAWN REVISIONS PROJECT NAME SCALE \\srv06\VLMK-Projects\Acad2021\20210696\0-Drawings\100 C1.0 GRADING PLAN.dwg8/5/2022 12:05 PM ADDRESS AS NOTED # DATE DESCRIPTION BLUE OAKS COMMERCE CENTER (BOCC) 2200 FREEDOM WAY ROSEVILLE, CA. AS NOTED 20210696 DECEMBER 2021 Schnitzer P R O P E R T I E S VLMK.COM 3933 S Kelly Avenue Portland, Oregon 97239 503.222.4453 23 JG BMD C1.4 GRADING PLAN SE INDUSTRIAL AVENUE FREEDOM WAYBLUE OAKS BLVD.

FIDELITY WAY KEY PLAN N.T.S. C1.1 C1.2 C1.3 C1.4 E S W GRADING PLAN SE 30 0 30 60 90 1" = 30' MATCH LINE - SEE SHEET C1.2 MATCH LINE - SEE SHEET C1.3

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22
END NEW FOG LINE STRIPE (CONFORM) END PAVEMENT WIDENING (CONFORM) 8N7N7N7N 126 129.17 TBM 1 128 -9858.64 FND 5/8" REBAR 133 -9861.58 FND REBAR 134 -9859.33 FND REBAR 126 129.17 TBM 1 128 -9858.64 FND 5/8" REBAR 133 -9861.58 FND REBAR 134 -9859.33 FND REBAR OH/E OH/E OH/E OH/E OH/E OH/E OH/E
OH/E
OH/E
48" D
48" D
48" D
48" D
66" D 12" D 12" D
S 10" S
8" S 10" S
8" S 8" S
8" S 36" D
12" D36" D
D
12" D 36" D
12" D
12" D 12 "D 12" D
12" D 12" D 12" D 12" D
12" D 24" D 24" D
12" D 12"W
30"W 30"W 12"W
12"W
12"WS 12"W
12"WS
12"WS
12"WS
12"WS
66"D 66"D VAN
TRAN.

G G

ELECTRIC

FIRE PUMP RTU

FIRE PUMP
ELECTRIC TRAN.

G G VAN

RTU VAN

ELECTRIC
FIRE PUMP TRAN.

G
G VAN

FIRE PUMP
ELECTRIC TRAN.

G
G BLUE OAKS BLVD.

INDUSTRIAL AVENUE
℄ FREDOM WAY
FIDELITY WAY ℄ EXTG 20.0' WATER EASEMENT
EXTG 20.0' P.U.E. EXTG 20.0' P.U.E.

EXTG 20.0' P.U.E.

EXTG 20.0' WATER EASEMENT EXTG 25.0' P.U.E. EXTG 20.0' P.U.E. BLDG D 132.95 FF BLDG C 131.75 FF BLDG B 132.15 FF BLDG A 134.45 FF 26.7% CHECKED PROJ. NO. DATE DRAWN REVISIONS PROJECT NAME SCALE \\srv06\VLMK-Projects\Acad2021\20210696\0-Drawings\100 C2.0 UTILITY PLAN.dwg8/5/2022 12:06 PM ADDRESS AS NOTED # DATE DESCRIPTION BLUE OAKS COMMERCE CENTER (BOCC) 2200 FREEDOM WAY ROSEVILLE, CA. AS NOTED 20210696 DECEMBER 2021 Schnitzer P R O P E R T I E S VLMK.COM 3933 S Kelly Avenue Portland, Oregon 97239 503.222.4453 23 JG BMD C2.0 OVERALL UTILITY PLAN E
S
W OVERALL UTILITY PLAN 80
0 80 160 240 1" = 80' FIRE DEPARTMENT CONNECTION (FDC) GATE VALVE CHECK VALVE UTILITY POLE LIGHT POLE TRANSFORMER WALL MOUNTED LIGHT VALVE BOX COVER TRANSFORMER AND PAD UTILITY VAULT FIRE HYDRANT (FH) MANHOLE (MH) CATCH BASIN (CB) -OR- AREA DRAIN (AD) METER NEW. GENERAL SYMBOLS POST INDICATOR VALVE CLEAN OUT (CO) C.O. ABBREVIATIONS AC ASPHALT CONCRETE AD AREA DRAIN B.M. BENCH MARK CB CATCH BASIN CONC CONCRETE EG EXISTING GRADE EL ELEVATION EXTG EXISTING F.F. FINISHED FLOOR ELEVATION FG FINISHED GRADE GB GRADE BREAK H.P. HIGH POINT MH MANHOLE TC TOP OF CONCRETE TYP. TYPICAL SITE INFORMATION PROVIDED BY: MORTON & PITALO, INC. (ADDRESS:600 COOLIDGE DRIVE, SUITE 140, FOLSOM, CA 95630 , PHONE: 916-984-7621 , JOB #:220009 ) BENCHMARK: CITY OF ROSEVILLE B.M. NO. 45, A 3-1/4" BRASS DISK STAMPED L.L. 5614, FEB 1993, TOP OF CURB WEST SIDE OF D.I. AT SE CORNER OF WASHINGTON BLVD./ROSEVILLE PARKWAY AT NE END OF CURB RETURN. ELEVATION = 146.073 FEET. SURVEY LEGEND ROAD SIGN MONUMENT FOUND AS NOTED DIMENSION POINT POST INDICATOR VALVE BLOW OFF VALVE DOUBLE DETECTOR CHECK VALVE BACKFLOW PREVENTOR WATER VALVE WATER METER FIRE DEPARTMENT CONNECTION FIRE HYDRANT DRAIN INLET CURB INLET CLEANOUT MANHOLE TRAFFIC SIGNAL STREET LIGHT (ELECTROLIER) AREA LIGHT OR POLE LIGHT POWER OR TELEPHONE POLE W/GUY TRANSFORMER EDGE OF PAVEMENT UNDERGROUND SEWER PIPE UNDERGROUND STORM DRAIN PIPE UNDERGROUND WATER PIPE FOUND MONUMENT IN WELL 1. ATTENTION EXCAVATORS: CALIFORNIA LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY DIGALERT. YOU MUST NOTIFY DIGALERT AT LEAST 2 BUSINESS DAYS BEFORE COMMENCING AN EXCAVATION. CALL 811 OR 1-800-422-4133. 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED OR INSTALLATION OF THE UTILITIES SHOWN. THE DRAWINGS DO NOT DEPICT EVERY DIMENSION, COMPONENT PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF THERE ARE ANY DISCREPANCIES. 3. BEDDING AND PIPE ZONE BACKFILL SHALL BE PER "PIPE TRENCH EMBEDMENT" DETAIL, SHEET ____ 4. CONTRACTORS SHALL CONTACT CITY OF ROSEVILLE PUBLIC WORKS AT LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL (___) ___-____. 5. THE MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER LINES & PUBLIC WATER LINES SHALL BE 10-FT. 6. EXCAVATED SEWER TRENCH SPOIL MATERIAL SHALL BE TESTED AND LEGALLY DISPOSED OF AT A PROPER LANDFILL OR OTHER APPROPRIATE LOCATION. 7. ALL SEWER TRENCH LINES AND EXCAVATIONS SHALL BE PROPERLY SHORED AND BRACED TO PREVENT CAVING. UNUSUALLY DEEP EXCAVATIONS MAY REQUIRE EXTRA SHORING AND BRACING. ALL SHEETING, SHORING, AND BRACING OF TRENCHES SHALL CONFORM TO OREGON OCCUPATIONAL SAFETY AND HEALTH DIVISION (OSHA) REGULATIONS AND THE CITY OF ROSEVILLE STANDARD CONSTRUCTION SPECIFICATIONS. 8. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH PRIVATE UTILITIES FOR RELOCATION OF CONDUITS, POWER POLES, VAULTS, PEDESTALS, ETC. 9. ALL EXISTING FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR UNLESS OTHERWISE SHOWN OR DIRECTED. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO SUPPORT, MAINTAIN, OR OTHERWISE PROTECT EXISTING UTILITIES AND OTHER FACILITIES AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL LEAVE EXISTING FACILITIES IN AN EQUAL OR BETTER-THAN-ORIGINAL CONDITION. 10. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE & DEPTH OF EXISTING UTILITIES. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 11. ALL SANITARY DRAINAGE, RAIN DRAIN AND STORM SEWER PIPING INSTALLED WITHIN 5-FT OF THE OUTSIDE OF THE BUILDING SHALL BE CAST IRON, SCHEDULE 40 ABS-D.W.V., SCHEDULE 40 PVC-D.W.V. OR OTHER MATERIAL AS APPROVED BY THE OREGON AMENDMENTS TO THE UNIFORM PLUMBING CODE. 12. HORIZONTAL STORM AND SANITARY DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL AND EACH RUN OF PIPING, WHICH IS MORE THAN 100 FOOT IN TOTAL DEVELOPED LENGTH, SHALL BE PROVIDED WITH A CLEANOUT FOR EACH 100 FOOT, OR FRACTION THEREOF, IN LENGTH OF SUCH PIPING. AN ADDITIONAL CLEANOUT SHALL BE PROVIDED FOR EACH AGGREGATE HORIZONTAL CHANGE OF DIRECTION EXCEEDING 135 DEGREES. THE MAXIMUM DISTANCE ALLOWED BETWEEN MANHOLES IS 300 FEET. ALL REQUIRED CLEANOUTS MAY NOT BE LOCATED ON PLAN. 13. PRIVATE SANITARY SEWER LINES, DENOTED "SAN" OR "SA", SHALL BE PVC 3034 OR APPROVED EQUAL IN ACCORDANCE WITH PROJECT SPECIFICATIONS. USE PVC C900 OR CL52 DIP WHERE COVER IS LESS THAN 15-INCHES FROM PIPE CROWN TO PAVED SURFACE. NOTE: ALL SANITARY PIPING WITHIN 5-FT OF AN EXTERIOR BUILDING WALL SHALL BE SCHEDULE 40 PVC OR OTHER PER APPROVED MATERIALS PER THE UNIFORM PLUMBING CODE. 14. PRIVATE STORM SEWER LINES, DENOTED "STM" OR "ST", SHALL BE PVC 3034, PVC C900, PVC C905, HDPE, CL52 DIP OR APPROVED EQUIVALENT, UNLESS OTHERWISE NOTED. ALL STORM PIPING SHOWN HAS BEEN SIZED FOR A MANNING’S "N" VALUE = 0.013 AND PIPE INVERTS HAVE BEEN DESIGNED USING CONCENTRIC PIPE TO PIPE AND WYE FITTINGS, UNLESS OTHERWISE NOTED. 15. ALL STORM LATERALS SHALL HAVE #10 GAUGE COPPER WIRE OR TRACER TAPE AT 1.5-FT TO 2.0-FT ABOVE THE LATERAL. 16. ALL DOMESTIC (POTABLE) WATER SERVICE LINES OUTSIDE OF THE BUILDING DENOTED "DW" SHALL BE SCHEDULE 40 PVC OR PVC C900 CL150 UNLESS OTHERWISE NOTED. FIRE WATER SERVICE LINES OUTSIDE OF THE BUILDING DENOTED, "FW", "FDC" SHALL BE PVC C900 CL150 UNLESS OTHERWISE NOTED. 17. CONCRETE THRUST BLOCKING AND/OR MECHANICAL RESTRAINTS ("MEGA-LUG" OR EQUIVALENT) SHALL BE PROVIDED AT ALL WATERLINE FITTINGS AS REQUIRED BY THE CITY OF ROSEVILLE. BLOCKING SHALL BE POURED AGAINST UNDISTURBED EARTH AND CLEAR OF JOINT ACCESSORIES. BEARING AREA OF THRUST BLOCK SHALL BE COMPUTED ON THE BASIS OF ALLOWABLE SOIL BEARING PRESSURE. SEE DETAIL SHEET G_____. 18. MINIMUM COVER OVER WATERLINES IS TO BE 36 INCHES AS MEASURED FROM FINISH GRADE TO TOP OF PIPE. MINIMUM VERTICAL SEPARATION BETWEEN WATERLINE AND SANITARY SEWER AT A CROSSING IS 18 INCHES. SANITARY SEWER AT WATERLINE CROSSINGS WITH LESS THAN THE MINIMUM VERTICAL SEPARATION SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH WATERTIGHT JOINTS. IN SUCH CASES THE 18-FOOT LENGTH OF SANITARY SEWER SHALL BE CENTERED AT THE CROSSING. 19. PRIOR TO BEING PLACED IN SERVICE, THE WATERLINE AND SERVICES SHALL BE FLUSHED, STERILIZED, AND RE-FLUSHED, ALL IN ACCORDANCE WITH THE CITY OF ROSEVILLE "PUBLIC WORKS CONSTRUCTION CODE." CITY CREWS WILL TAKE BACTERIOLOGICAL TESTS WHEN SO REQUESTED BY THE CONTRACTOR INSTALLING WATER MAINS. THE REQUEST FOR THESE TESTS SHALL BE MADE THROUGH THE CITY INSPECTOR. 20. PRIOR TO CONSTRUCTION, ALL ON-SITE FIRE WATER SYSTEM LINE SIZES, METER SIZES, DOUBLE CHECK DETECTOR ASSEMBLY (DCDA) SIZES, AND OTHER APPURTENANCES SHOWN ON THE UTILITY PLAN SHALL BE VERIFIED BY THE FIRE PROTECTION ENGINEER FOR THE PROJECT. ANALYSIS OF THE SYSTEM SHALL BE FROM THE NEW FACILITY SERVICE TO THE POINT OF CONNECTION WITH THE PUBLIC WATER SYSTEM. THE MAKES AND MODELS OF ALL SYSTEM COMPONENTS SHALL BE ACCEPTABLE PER WATER DISTRICT LIST OF APPROVED COMPONENTS. UTILITY NOTES INDUSTRIAL AVENUE FREEDOM WAYBLUE OAKS BLVD.

ACDE
FIDELITY WAY KEY PLAN N.T.S. C2.1 C 1.2 C2.3 C2.4 REVISED MODIFIED STAGE I AND STAGE II INTAKE SET:
08-01-22

CC EXHIBIT D
6" PRIVATE FIRE HYDRANTBLDG D 2" DOMESTIC WATER METER & 2" BACKFLOW ASSEMBLY BLDG C 2" DOMESTIC WATER METER & 2" BACKFLOW ASSEMBLY PROPOSED DCDA6" W 2" W 2" W 6" W
2" DW
2" DW
8" FW EXTG 12" W 1-1/2" WATER METER & BACKFLOW ASSEMBLY FOR SITE IRRIGATION SEE IRRIGATION DRAWINGS FOR CONTINUATION TAP EXTG 12" LINE FOR NEW 6" CONNECTION 128.04 RIM RCP 120.76 48" FL RCP 120.94 48" FL RCP 120.07 48" FL (SLY) RCP 120.12 48" FL (SLY) RCP 128.51 121.09 48" FL RCP 128.52 121.12 48" FL DI AT FC 126.81 GRT 121.28 FL (N) 121.27 FL (S) DMH 128.71 RIM 123.36 36" FL (E) 122.51 BTM DMH 130.07 RIM 123.85 36" FL (E) 123.87 BTM DI AT FC 128.13 GRT 125.26 12" FL (NLY) 125.20 12" FL (S) RCP 128.52 121.27 36"x42" FL (SE TO DI) OH/E OH/E OH/E OH/E OH/E OH/E OH/E OH/E OH/E OH/E OH/E DI 133.84 GRT 130.64 12" FL (S) DI 143.73 GRT 141.35 12" FL (S) 125.72 GRT 122.82 12" FL (E) 122.72 12" FL (W) TELE MH 127.40 RIM DITCH BOX 133.41 129.03 12" FL (N) 128.53 12" FL (W) CMP 130.76 12" FL END FES 128.86 12" FL (ELY) RCP 119.16 48" FL RCP 119.18 48" FL RCP 119.16 48" FL FES 122.53 12" FL FES 125.45 12" FL RCP 120.76 12" FL (SLY) 48" D
48" D
48" D
8" S 36" D 36" D
D
12" D
12" D 12 "D 12" D 12" D
12" D 12"W
30"W
12"WS VAN
G

G FREEDOM WAY

INDUSTRIAL AVENUE
℄ BLUE OAKS BLVD. PROPERTY LINE
EXTG R.O.W. EXTG R.O.W.

EXTG P.U.E. 20.0'
EXTG 20.0' P.U.E. EXTG 25.0' P.U.E. 6" IE 126.35
6" SAN
S=1.00% 8" SAN S=0.40% MH-C3 RIM:126.45 6" IE IN (E) 122.66 6" IE IN (W) 122.66 6" IE OUT (S) 122.56 MH-C1 RIM:128.14 6" IE IN (N) 124.79 6" IE OUT (E) 124.69 6" SAN
S=1.64% 6" IE 125.47 6" SAN S=1.80%
6" SAN 6" IE 122.31
S=1.02% MH-D1 RIM:129.23 6" IE IN (N) 125.81 8" IE OUT (E) 125.71 15.0' PROPOSED SANITARY EASEMENT 6" PRIVATE FIRE HYDRANT 6" PRIVATE FIRE HYDRANT 2 C2.1 FILTERA BIORETENTION FACILITY FILTERA BIORETENTION FACILITY FILTERA BIORETENTION FACILITY 8" FW (2) 2" DW 4" FDC 8" FW 2" DW 4" FDC 2" DW 2" DW 2" DW 8" FW 8" FW 8" FW
6" FW 8" FW PROPOSED SWALE 12'' IE 122.50 12'' IE 122.89 12'' IE 123.67 12'' IE 123.28 12" STM S = 0.39% 12" STM S = 0.39% 12" STM S = 0.39% 8" STM S = 0.39% UNDER
GROUND
DETENTION CB RIM 128.66 MAINTENANCE MH RIM 129.29 CBRIM 129.21 CB RIM 129.75 SFCB RIM 127.60 SFCB RIM 127.60 SFCB RIM 127.60 8" STM
S = -5.74% 8" IE 125.37
8" STM
S = 4.77%
8" STM
S = 3.79% 8" IE 125.37 8" IE 125.37 FLOW CONTROL MH -SEE DETAIL, THIS SHEET 12" IE 120.76 EXTG OUTFALL MAINTENANCE MH RIM 131.51 CB RIM 129.49 CB RIM 129.68 15.0' PROPOSED SANITARY EASEMENT R50'
R30'
R30'
R50' BLDG D 132.95 FF BLDG C 131.75 FF
R30' R50'
R30' R50' 2" DW 2" DW 8" FW
R30.0' R50.0'
R30.0' R50.0' BLDG C FDC BLDG D FDC 12'' IE 124.25 12'' IE 123.18 12'' IE 123.71 12'' IE 122.77 12" STM
S = 0.50%
12" STM 12'' IE 122.50
S = 0.50% 12" IE 125.26 12" STM S = 0.50% 12" STM S = 0.50% 12" STM S = 0.50% 8" IE 127.70 8" STM S = 0.76% 12'' IE 126.89 12" IE 126.87 8" STM S = -0.17% 8" IE 127.07 8" IE 127.33 8" IE 127.33 8" STM
S = -0.17%
8" STM
S = 0.59% CHECKED PROJ. NO. DATE DRAWN REVISIONS PROJECT NAME SCALE \\srv06\VLMK-Projects\Acad2021\20210696\0-Drawings\100 C2.0 UTILITY PLAN.dwg8/5/2022 12:06 PM ADDRESS AS NOTED # DATE DESCRIPTION BLUE OAKS COMMERCE CENTER (BOCC) 2200 FREEDOM WAY ROSEVILLE, CA. AS NOTED 20210696 DECEMBER 2021 Schnitzer P R O P E R T I E S VLMK.COM 3933 S Kelly Avenue Portland, Oregon 97239 503.222.4453 23 JG BMD C2.1 UTILITY PLAN NW E
S
W UTILITY PLAN NW 30
0 30 60 90 1" = 30' UTILITY DETAIL
5 0
5 10 15
2 1" = 5' C2.1 PLAN VIEW OF STM MH 2 CONTROL STRUCTURE WEIR WEIR DETAIL 6"STM, S=0.007 OVERFLOW OVERFLOW MANHOLE 4" DIA. ORIFICE (2) 2" x 2" STAINLESS L STIFFENERS SC 740
ENDCAP NORTH OUTFLOW CONTROL STRUCTURE CONNECTION DETAIL WEIR SHALL BE 1" SOLID WALL HDPE. ANCHOR WEIR TO 2" x 2" STAINLESS L EVERY 12" MAXIMUM WITH STAINLESS HARDWARE (OUTLET SIDE). CREATE WATER TIGHT SEAL ALONG ALL EDGES AFTER INSTALLATION. INSTALL TWO 2" x 2" STAINLESS L STIFFENERS ON OUTLET SIDE OF WEIR (3'-7"), CENTERED AND ANCHORED TO WEIR, WITH STAINLESS HARDWARE AT 5 POINTS. CONCRETE MAY BE USED TO SEAL BOTTOM OF WEIR 12" STM

33.0" 12"STM S=0.0050 SEAL EDGES OF WEIR AT ALL POINTS OF CONTACT WITH MANHOLE WALLS 2" x 2" STAINLESS L SEAL EDGES OF WEIR AT ALL POINTS OF CONTACT WITH MANHOLE WALLS MANHOLE STEP, TYP. FLOW CONTROL MANHOLE DETAIL 5 0
5 10 15 1 1" = 5' C2.1
INDUSTRIAL AVENUE FREEDOM WAYBLUE OAKS BLVD.

ACDE
FIDELITY WAY KEY PLAN N.T.S. C2.1 C 1.2 C2.3 C2.4 MATCH LINE - SEE SHEET C2.3 MATCH LINE - SEE SHEET C2.2

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22
7N 126 129.17 TBM 1 133 -9861.58 FND REBAR 134 -9859.33 FND REBAR 126 129.17 TBM 1 133 -9861.58 FND REBAR 134 -9859.33 FND REBAR SMH 130.63 RIM 121.25 8" FL (S) 121.23 FL (N) 120.63 10" FL (W) 120.53 10" FL (E) dfdf OH/E OH/E OH/E OH/E OH/E OH/E OH/E OH/E
OH/E
OH/E DI 129.51 GRT 127.19 12" FL (W) 127.06 12" FL (E) 133.84 GRT 130.64 12" FL (S) DI 125.86 GRT 123.20 12" FL (E) DI 125.81 GRT 122.96 12" FL (NELY) 122.9112" FL (W) DITCH BOX 129.03 12" FL (N) 128.53 12" FL (W) OH/E
OH/E
OH/E
OH/E DI 129.50 GRT 126.93 12" FL (N) 126.80 12" FL (S) DI 125.42 GRT 122.9012" FL (E) 122.83 12" FL (W) DITCH BOX 126.71 122.66 12" FL (SWLY) 122.66 12" FL (N) 122.53 18" FL (W) 122.53 24" FL (E) FES 126.18 12" FL OH/E
S 36" D 12" D 12" D
12" D 24" D 12"W
12"WS
TRAN.

ELECTRIC

FIRE PUMP RTU
FIRE PUMP ELECTRIC TRAN.

G VAN
RTU

FIDELITY WAY
℄ FREEDOM WAY BLUE OAKS BLVD. EXTG R.O.W.

EXTG R.O.W. PROPERTY LINE EXTG 24.8' P.U.E. EXTG VARIABLE WIDTH P.U.E.

EXTG 20.0' P.U.E. 6" IE 126.35
6" SAN
S=3.76%
8" SAN
S=0.40% MH-C2 RIM:128.42 6" IE IN (N) 125.07 6" IE OUT (W) 124.97 6" SAN S=1.05% 6" SAN
S=0.99% 6" IE 125.47 MH-D5 RIM:125.42 8" IE IN (E) 121.79 8" IE OUT (S) 121.68 8" SAN S=0.40% 8" SAN
S=0.54% 8" IE 121.55 MH-D4 RIM:126.12 8" IE IN (N) 122.57 8" IE OUT (W) 122.47 MH-D3 RIM:127.19 8" IE IN (W) 123.42 8" IE OUT (S) 123.32 8" SAN S=0.40% MH-D2 RIM:129.90 8" IE IN (W) 124.32 6" IE IN (N) 124.32 8" IE OUT (E) 124.22 8" SAN S=0.40% 15.0' PROPOSED SANITARY EASEMENT 15.0' PROPOSED SANITARY EASEMENT FILTERA BIORETENTION FACILITY FILTERA BIORETENTION FACILITY FILTERRA BIORETENTION FACILITY 6" FW 8" FW
8" FW
8" FW 8" FW 8" FW
6" FW 8" FW 6" PRIVATE FIRE HYDRANT 6" PRIVATE FIRE HYDRANT 6" PRIVATE FIRE HYDRANT PROPOSED DCDA PROPOSED SWALE 8" IE 124.06 8" IE 124.45 8" IE 124.83 8" IE 125.22 8" IE 125.37 8" STM S = 0.39% 8" STM S = 0.39% 8" STM S = 0.39% 8" STM
S = 0.35% DITCH INLET 12'' IE 126.18 SFCB RIM 127.60 SFCB RIM 127.60 SFCB RIM 127.60 SFCB RIM 127.60 8" STM
S = -3.13% 8" IE 125.37
8" STM
S = -2.20% 8" IE 125.37
8" STM
S = -1.28% 8" IE 125.37 CB RIM 129.66 CB RIM 129.67 CBRIM 129.54 CB RIM 129.50 CBRIM 129.23 15.0' PROPOSED SANITARY EASEMENT R30' R50'
R30'
R50' BLDG D 132.95 FF BLDG C 131.75 FF
R30.0' R50.0'
R30.0' R50.0' 8" IE 126.39 8" IE 128.00 8" IE 127.30 8" STM 8" IE 125.47 S = 0.50% 8" STM S = 0.50% 8" IE 125.26 8" IE 126.27 8" IE 127.81 8" IE 127.65 8" STM
S = 0.28% 8" STM S = 0.28% 8" IE 127.32 8" STM S = 0.28% 12'' IE 126.96 12'' IE 126.83 8" IE 126.86 8" STM S = 0.28% 8" IE 127.16 8" STM S = 0.50% CHECKED PROJ. NO. DATE DRAWN REVISIONS PROJECT NAME SCALE \\srv06\VLMK-Projects\Acad2021\20210696\0-Drawings\100 C2.0 UTILITY PLAN.dwg8/5/2022 12:06 PM ADDRESS AS NOTED # DATE DESCRIPTION BLUE OAKS COMMERCE CENTER (BOCC) 2200 FREEDOM WAY ROSEVILLE, CA. AS NOTED 20210696 DECEMBER 2021 Schnitzer P R O P E R T I E S VLMK.COM 3933 S Kelly Avenue Portland, Oregon 97239 503.222.4453 23 JG BMD C2.2 UTILITY PLAN NE E
S
W UTILITY PLAN NE 30
0 30 60 90 1" = 30'
INDUSTRIAL AVENUE FREEDOM WAYBLUE OAKS BLVD.

ACDE
FIDELITY WAY KEY PLAN N.T.S. C2.1 C2.2 C2.3 C2.4 MATCH LINE - SEE SHEET C2.4 MATCH LINE - SEE SHEET C2.1

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22
BLDG A 2" DOMESTIC WATER METER & 2" BACKFLOW ASSEMBLY BLDG B 2" DOMESTIC WATER METER & 2" BACKFLOW ASSEMBLY PROPOSED DCDA 2" W 2" W 2" DW
2" DW
8" FW EXTG 12" W1-1/2" WATER METER & BACKFLOW ASSEMBLY FOR SITE IRRIGATION SEE IRRIGATION DRAWINGS FOR CONTINUATION TAP EXTG 12" LINE FOR NEW 2" CONNECTION 127.92 GRT 126.21 12" FL (E) DMH 127.31 RIM 121.58 36" FL (E) 121.58 BTM RCP 121.72 48" FL RCP 121.67 48" FL SMH 128.56 RIM 122.56 8" FL (S) 122.16 8" FL (E) DI AT FC 128.25 GRT DI SQ. 125.15 12" FL (N) 126.58 GRT 123.83 12" FL (N) SMH 129.94 RIM 122.09 8" FL (N) 121.58 8" FL (W) 121.43 10" FL (E) RCP 131.45 122.35 +/-66" FL 126.79 12" FL (E) RCP 126.54 12" FL 129.38 RIM 125.63 BTM RCP 132.36 123.71 +/-66" FL (W. END) 129.96 RIM DMH 135.23 RIM 123.50 BTM 124.73 TOP OF WATER RCP 122.70 +/-66" FL (S END) RCP 124.79 24" FL RCP 125.86 12" FL DITCH BOX 129.78 124.98 24" FL 124.88 24" FL FES 124.67 48" FL FES 126.54 24" FL 48" D
66" D 12" D 12" D 8" S
8" S
12" D
12" D 30"W 12"W
12"WS 66"D

ELECTRIC
FIRE PUMP TRAN.

G VAN

FIRE PUMP
ELECTRIC TRAN.

G FREEDOM WAY
INDUSTRIAL AVENUE ℄
EXTG R.O.W. EXTG R.O.W. EXTG R.O.W. PROPERTY LINE
EXTG 20.0' P.U.E. EXTG 20.0' P.U.E. EXTG 20.0' WATER EASEMENT MH-B3 RIM: 126.57 8" IE IN (E) 123.05 MH-B2 RIM: 127.32 8" IE IN (E) 123.57 6" IE IN (S) 123.57 8" IE OUT (W) 123.47 8" SAN
S=0.49%
6" SAN
S=5.56% 8" SAN S=0.49% 6" IE 125.85 MH-A1 RIM: 129.14 6" IE IN (S) 125.72 8" IE OUT (E) 125.62 6" SAN
S=0.99% 6" IE 126.42 8" SAN S=0.37% FILTERA BIORETENTION FACILITY FILTERA BIORETENTION FACILITY FILTERA BIORETENTION FACILITY 2 C2.3 8" FW 2" DW 2" DW 6" PRIVATE FIRE HYDRANT 6" PRIVATE FIRE HYDRANT EXISTING FIRE HYDRANT PUBLIC FIRE HYDRANT PROPOSED SWALE 8" FW 8" FW 8" FW
6" FW 6" FW DITCH INLET 12'' IE 126.58 8" STM S = -0.30% 12" STM S = -0.30% 12" STM S = -0.30% 12" STM S = -0.30% 12" STM S = -0.30% 12'' IE 124.28 12'' IE 124.35 UNDER
GROUND
DETENTION 12'' IE 124.04 12'' IE 123.96 12'' IE 123.73 12'' IE 123.65 12'' IE 123.65 SFCB RIM 128.00 SFCB RIM 128.00 SFCB RIM 128.00 SFCB RIM 128.00 SFCB RIM 128.00 SFCB RIM 128.00 12" STM S = -0.30% 6" IE 125.776" IE 125.77 6" IE 125.776" IE 125.77 6" IE 125.77 6" IE 125.77 12" IE 122.60 FLOW CONTROL MH -SEE DETAIL, THIS SHEET CBRIM 130.01 CB RIM 130.17 CBRIM 129.81 OUTFALL PROPOSED PIPE THROUGH HEADWALLMAINTENANCE MH RIM 130.81 MAINTENANCE MH RIM 130.68 R50'
R30'
R30'
R50' BLDG B 132.15 FF BLDG A 134.45 FF
R30'
R50'
R30'
R50' 26.7%
R30.0' R50.0'
R30.0' R50.0' 8" FW
8" FW 8" FW 2" DW (2) BLDG A FDC BLDG B FDC 2" DW 4" FDC 8" FW 4" FDC 2" DW 12'' IE 123.38 12'' IE 123.42 12'' IE 123.46 12'' IE 124.22 12'' IE 124.78 12'' IE 125.97 S = 0.59%
12" STM 12" STM S = 0.59% 8" STM S = 0.59% 12'' IE 125.38 12" STM S = 0.59% 12" STM S = 0.59% 8" IE 128.18 12'' IE 127.75 8" STM S = -0.35% 12'' IE 127.69 8" IE 128.09 8" STM S = -0.37% 8" IE 128.50 8" STM
S = -0.35% 12" IE 127.59 CHECKED PROJ. NO. DATE DRAWN REVISIONS PROJECT NAME SCALE \\srv06\VLMK-Projects\Acad2021\20210696\0-Drawings\100 C2.0 UTILITY PLAN.dwg8/5/2022 12:06 PM ADDRESS AS NOTED # DATE DESCRIPTION BLUE OAKS COMMERCE CENTER (BOCC) 2200 FREEDOM WAY ROSEVILLE, CA. AS NOTED 20210696 DECEMBER 2021 Schnitzer P R O P E R T I E S VLMK.COM 3933 S Kelly Avenue Portland, Oregon 97239 503.222.4453 23 JG BMD C2.3 UTILITY PLAN SW E
S
W UTILITY PLAN SW 30
0 30 60 90 UTILITY DETAIL 1" = 30'
5 0
5 10 15
2 1" = 5' C2.3 FLOW CONTROL MANHOLE DETAIL
5 0
5 10 15 1 1" = 5' C2.3 PLAN VIEW OF STM MH 2 CONTROL STRUCTURE WEIR WEIR DETAIL 6"STM, S=0.007 OVERFLOW OVERFLOW MANHOLE 4" DIA. ORIFICE (2) 2" x 2" STAINLESS L STIFFENERS SC 740
ENDCAP NORTH OUTFLOW CONTROL STRUCTURE CONNECTION DETAIL WEIR SHALL BE 1" SOLID WALL HDPE. ANCHOR WEIR TO 2" x 2" STAINLESS L EVERY 12" MAXIMUM WITH STAINLESS HARDWARE (OUTLET SIDE). CREATE WATER TIGHT SEAL ALONG ALL EDGES AFTER INSTALLATION. INSTALL TWO 2" x 2" STAINLESS L STIFFENERS ON OUTLET SIDE OF WEIR (3'-7"), CENTERED AND ANCHORED TO WEIR, WITH STAINLESS HARDWARE AT 5 POINTS. CONCRETE MAY BE USED TO SEAL BOTTOM OF WEIR 12" STM

33.0" 12"STM S=0.0050 SEAL EDGES OF WEIR AT ALL POINTS OF CONTACT WITH MANHOLE WALLS 2" x 2" STAINLESS L SEAL EDGES OF WEIR AT ALL POINTS OF CONTACT WITH MANHOLE WALLS MANHOLE STEP, TYP.

INDUSTRIAL AVENUE FREEDOM WAYBLUE OAKS BLVD.

ACDE
FIDELITY WAY KEY PLAN N.T.S. C2.1 C2.2 C2.3 C2.4 MATCH LINE - SEE SHEET C2.1 MATCH LINE - SEE SHEET C2.4

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22
128 -9858.64 FND 5/8" REBAR DMH 130.16 RIM 125.62 24" FL (E) 125.11 BTM DMH 131.14 RIM 126.66 12" FL (N) 126.24 18" F (S) 126.15 24" FL (E) DI 129.47 GRT 126.77 12" FL (N) 126.72 12" FL (S) 126.15 BTM 10" S 8" S 10" S
12"W
12"WS
12"WS
66"D FES 126.44 12" FL VAN G G FREEDOM WAY FREEDOM WAY EXTG R.O.W. PROPERTY LINE PROPERTY LINE EXTG 20.0' WATER EASEMENT EXTG 20.0' P.U.E. 8" SAN S=0.36% 8" SAN
S=0.36% 8" SAN S=0.36%
8" SAN
S=0.54% 8" IE 121.47 MH-A5 RIM:125.71 8" IE IN (E) 121.75 8" IE OUT (N) 121.65 MH-B1 RIM:129.06 6" IE IN (S) 125.44 8" IE OUT (W) 125.34 MH-A4 RIM:126.51 8" IE IN (S) 122.51 8" IE OUT (W) 122.41 MH-A3 RIM:127.32 8" IE IN (W) 123.46 8" IE OUT (N) 123.36 MH-A2 RIM:128.10 6" IE IN (S) 124.37 8" IE IN (W) 124.37 8" IE OUT (E) 124.27 15.0' PROPOSED SANITARY EASEMENT 15.0' PROPOSED SANITARY EASEMENT 15.0' PROPOSED SANITARY EASEMENT 6" IE 126.42 6" IE 125.85 6" SAN
S=1.00% 8" SAN S=0.37%
6" SAN
S=2.92% 8" SAN S=0.49% FILTERA BIORETENTION FACILITY FILTERA BIORETENTION FACILITY 6" PRIVATE FIRE HYDRANT 6" PRIVATE FIRE HYDRANT 6" PRIVATE FIRE HYDRANT 6" PRIVATE FIRE HYDRANT PUBLIC FIRE HYDRANT TO BE REMOVED PROPOSED SWALE 8" FW 8" FW
8" FW 8" FW 6" FW 6" FW
8" FW 8" FW 8" FW 6" FW 12.0' PROPOSED DCDA
8" STM
S = -0.32% 8" STM S = -0.30% 8" IE 125.77 8" STM S = -0.30% 8" STM S = -0.30% 8" STM S = -0.30% 8" STM S = -0.30% 8" STM S = -0.30% 8" IE 125.61 8" IE 124.67 8" IE 124.61 8" IE 124.90 8" IE 125.53 DITCH INLET 12'' IE 126.44 SFCB RIM 128.00 8" STM S = -0.30% 8" IE 124.98 8" IE 125.22 6" IE 125.53 6" IE 125.77 6" IE 125.77 6" IE 125.77 6" IE 125.77 6" IE 125.77 6" IE 125.77 8" STM S = -0.30% 8" IE 125.29 SFCB RIM 128.00 SFCB RIM 128.00 SFCB RIM 128.00 SFCB RIM 128.00 SFCB RIM 128.00 SFCB RIM 128.00 SFCB RIM 128.00 CBRIM 132.22 OUTFALL INTO SWALE CB RIM 133.42 R50' R30' R30' R50' INSTALL SLOPED LID DITCH INLET AT LOW POINT. CONNECT TO EXISTING STORM LATERAL. BLDG B 132.15 FF BLDG A 134.45 FF 8" FW 8" FW 8" FW 12'' IE 127.31 12'' IE 128.34 12'' IE 129.15 8" IE 129.92 12" STM S = 0.59% 12" STM S = 0.59% 12" STM S = 0.59% 8" STM
S = 0.59% 12'' IE 126.61 12'' IE 127.83 12" STM S = 0.59% 8" IE 128.30 8" IE 127.98 8" IE 127.69 8" IE 127.42 8" IE 127.23 12" IE 127.01 12'' IE 127.04 12" STM S = -0.27% 8" STM
S = -0.27% 8" STM S = -0.27% 8" STM S = -0.27% 8" IE 127.44 8" STM S = -0.50% 8" STM S = -0.27% CBRIM 129.85 CBRIM 129.83 CHECKED PROJ. NO. DATE DRAWN REVISIONS PROJECT NAME SCALE \\srv06\VLMK-Projects\Acad2021\20210696\0-Drawings\100 C2.0 UTILITY PLAN.dwg8/5/2022 12:07 PM ADDRESS AS NOTED # DATE DESCRIPTION BLUE OAKS COMMERCE CENTER (BOCC) 2200 FREEDOM WAY ROSEVILLE, CA. AS NOTED 20210696 DECEMBER 2021 Schnitzer P R O P E R T I E S VLMK.COM 3933 S Kelly Avenue Portland, Oregon 97239 503.222.4453 23 JG BMD C2.4 UTILITY PLAN SE E S W UTILITY PLAN SE 30 0 30 60 90 1" = 30' INDUSTRIAL AVENUE FREEDOM WAYBLUE OAKS BLVD. ACDE
FIDELITY WAY KEY PLAN N.T.S. C2.1 C2.2 C2.3 C2.4 MATCH LINE - SEE SHEET C2.2 MATCH LINE - SEE SHEET C2.3

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22

CC EXHIBIT E
10 142.93
SET X
11126.80SET X
12128.19SET MAG NAIL
16127.29FND MON IN WELL
303128.10
fnd c/w in well ls 7350
10142.93
SET X
11126.80SET X
12128.19SET MAG NAIL
16127.29FND MON IN WELL
303128.10
fnd c/w in well ls 7350
20013
128.25

DI AT FC
20021128.13DI AT FC
20023128.56SMH
20039128.00
H2O VLV
20040
127.98
H2O VLV
20041
127.92
H2O VLV
20099129.41H2O VLV
20132
129.94
SMH
20650
129.81
SSCO
20896
126.58
H2O VLV
20952128.04TEL MH
20983127.28H2O VLV
21025
126.81

DI AT FC
21095127.96
H2O VLV
21288127.40TEL MH
21423
125.72

DI AT FC
21437
126.30TEL VAULT
22044
133.84

DI AT FC
22104143.73DI AT FC

OH/E OH/E OH/E OH/E OH/E OH/E OH/E OH/E OH/E OH/E OH/E
48" D
48" D
48" D
48" D
8" S
8" S
36" D
12" D
36" D
D
12" D
12" D
12 "D
12" D 12" D
12" D
12"W
30"W
12"WS
12"WS
VAN
G
G

END NEW FOG LINE STRIPE
(CONFORM)

END PAVEMENT WIDENING
(CONFORM) 4129.97
HV-4 5 133.92 HV-5
10142.93SET X
11126.80SET X
128.19SET MAG NAIL
130.24SET MAG NAIL
15128.47FND CAP REBAR LS 3341
1627.29

FND MON IN WELL
126129.17TBM 1
128
-9858.64FND 5/8" REBAR
133-9861.58FND REBAR
134-9859.33FND REBAR
300130.35fnd n/t ls 7350
302129.45set nail
303128.10fnd c/w in well ls 7350
304127.62set nail
305129.80set nail
306130.65set nail
307131.15fnd n/t ls 7350
308130.68fnd c/w in well ls 7350
30109129.96TEL MH30113129.48FIRE HYDRO
30120129.41H2O VLV30121129.31FIRE HYDRO
20011129.68FIRE HYDRO
20013128.25DI AT FC
20021128.13DI AT FC
20023128.56SMH
20026129.65SSCO
20039128.00H2O VLV
20040127.98H2O VLV
20041127.92H2O VLV
20099
129.41
H2O VLV
20132129.94SMH
20234131.20SSCO
20240130.63SMH
20252129.92SSCO
20256130.20H2O VLV
20272130.40FIRE HYDRO
20411135.23DMH
20650129.81SSCO
2066412.58DI SQ
20673127.50FIRE HYDRO
20762128.73DI AT FC
20800129.38DMH
20896126.58H2O VLV
20952128.04TEL MH
20983127.28H2O VLV
21025126.81DI AT FC
21081127.92DI AT FC
21095127.96H2O VLV
21288127.40TEL MH
21423125.72DI AT FC
21437126.30TEL VAULT
21925125.86DI AT FC
21954125.42DI AT FC
21958125.38DI AT FC
22044133.84
22104 DI AT FC143.73DI AT FC
2215819.47DI SQ22161130.16DMH
22166129.50DI AT FC
22353130.64H2O VLV
22354130.60H2O VLV
22380131.14DMH
22387131.09SMH
22455129.51DI AT FC 22457
130.12DMH
22463129.50DI AT FC2265815.81DI AT FC
22900129.95ramp
2327810.67ramp
OH/E
48" D
48" D 48" D
48" D
66" D
12" D
12" D
S
10" S
8" S
10" S
8" S
8" S
8" S
36" D
12" D
36" D
D
12" D
36" D
12" D
12" D
12 "D
12" D
12" D
12" D 12" D
12" D
12" D
24" D
12" D
12"W
30"W
30"W
12"W
12"W
12"WS
12"W
12"WS
12"WS
12"WS
12"WS
66"D
66"D
VAN
TRAN.

G
G

ELECTRIC

FIRE PUMP
1,200A SERVICE RTU

ELECTRIC

FIRE PUMP
1,200A SERVICE
TRAN.

G
G
VAN
RTU
VAN

ELECTRIC

FIRE PUMP
1,600A SERVICE RTU
TRAN.

G
G
VAN

FIRE PUMP

ELECTRIC
TRAN.

G
G
2,000A SERVICERTU
CHECKEDPROJ. NO.

DATE
DRAWN

REVISIONS

PROJECT NAMESCALE
S:\dwg\Blue Oaks Commerce Center\DWG's\DD\BOCC LP.dwg7/25/2022 2:29 PM # DATE DESCRIPTION
VLMK.COM
3933 SW Kelly Avenue
Portland, Oregon 97239
503.222.4453

BLUE OAKS

COMMERCE

CENTER (BOCC)
2200 FREEDOM WAY
ROSEVILLE, CA.
20210696
JUNE 10, 2022
JEFF AMBROSIA, ASLA C4057
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
(530) 885-0040
FAX (530) 885-0042
www.yamasaki-la.com

Y A M A S A K I

LANDSCAPE ARCHITECTURE
0' 60'
30' 120' L1.1

LANDSCAPE PLAN
NW
1"=30'-0"

EJG JMA
JEFF AMBROSIA, ASLA C4057
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
(530) 885-0040
FAX (530) 885-0042
www.yamasaki-la.com

Y A M A S A K I

LANDSCAPE ARCHITECTURE

PROJECT NAME
VLMK.COM
3933 SW Kelly Avenue
Portland, Oregon 97239
503.222.4453

BLUE OAKS

COMMERCE

CENTER (BOCC)
JEFF AMBROSIA, ASLA C4057
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
(530) 885-0040
FAX (530) 885-0042
www.yamasaki-la.com

Y A M A S A K I

LANDSCAPE ARCHITECTURE

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22

CC EXHIBIT F
126
129.17
TBM 1
133
-9861.58FND REBAR
134-9859.33FND REBAR
307
131.15
fnd n/t ls 7350
126129.17
TBM 1
133
-9861.58FND REBAR
134-9859.33FND REBAR
307
131.15
fnd n/t ls 7350
20132129.94SMH
20240130.63SMH
20252129.92SSCO
20256130.20
H2O VLV
20650129.81SSCO
21925
125.86

DI AT FC
21954125.42DI AT FC
21958
125.38

DI AT FC
22158129.47
DI SQ
22161130.16DMH
22166
129.50

DI AT FC
22353130.64H2O VLV
22354
130.60
H2O VLV
22380
131.14
DMH
22455
129.51
DI AT FC 22457 130.12
DMH
22900
129.95
ramp

OH/E OH/E OH/E

OH/E OH/E OH/E OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
S
10" S 10" S
8" S
36" D
12" D
12" D
24" D
12"W
12"WS
12"WS
TRAN.

ELECTRIC

FIRE PUMP
1,200A SERVICE RTU

FIRE PUMP

ELECTRIC
1,200A SERVICE
TRAN.

G
VAN
RTU

END NEW FOG LINE STRIPE
(CONFORM)

END PAVEMENT WIDENING
(CONFORM)
4129.97HV-4 5 133.92HV-5
10142.93SET X
1126.80SET X
1228.19SET MAG NAIL
130.24SET MAG NAIL
1528.47FND CAP REBAR LS 3341
16127.29FND MON IN WELL
126129.17TBM 1
128-9858.64FND 5/8" REBAR
133-9861.58FND REBAR
134-9859.33FND REBAR
30013.35fnd n/t ls 7350
302129.45set nail
303128.10fnd c/w in well ls 7350
304127.62set nail
305129.80set nail
306130.65set nail
307131.15fnd n/t ls 7350
308130.68fnd c/w in well ls 7350
4129.97HV-4 5 133.92HV-5
10142.93SET X
1126.80SET X
1228.19SET MAG NAIL
130.24SET MAG NAIL
1528.47FND CAP REBAR LS 3341
16127.29FND MON IN WELL
126129.17TBM 1
128-9858.64FND 5/8" REBAR
133-9861.58FND REBAR
134-9859.33FND REBAR
30013.35fnd n/t ls 7350
302129.45set nail
303128.10fnd c/w in well ls 7350
304127.62set nail
305129.80set nail
306130.65set nail
307131.15fnd n/t ls 7350
308130.68fnd c/w in well ls 7350
30109129.96TEL MH
30113129.48FIRE HYDRO
30120129.41H2O VLV30121129.31FIRE HYDRO
20011129.68FIRE HYDRO
20013128.25DI AT FC20021128.13DI AT FC
20023128.56SMH
20026129.65SSCO
20039128.00H2O VLV
20040127.98H2O VLV
20041127.92H2O VLV
20099129.41H2O VLV
20132129.94SMH
20234131.20SSCO
20240130.63SMH
20252129.92SSCO
20256130.20H2O VLV20272130.40FIRE HYDRO
20411135.23DMH
20650129.81SSCO
20664126.58DI SQ
20673127.50FIRE HYDRO
20762128.73DI AT FC
20800129.38DMH
20896126.58H2O VLV
20952128.04TEL MH
20983127.28H2O VLV
21025126.81DI AT FC
21081127.92DI AT FC
21095127.96H2O VLV
21288127.40TEL MH
21423125.72DI AT FC
21437126.30TEL VAULT
21925125.86DI AT FC
21954125.42DI AT FC
21958125.38DI AT FC
22044133.84DI AT FC
22104143.73DI AT FC
2215819.47DI SQ
22161130.16DMH
2216619.50DI AT FC
22353130.64H2O VLV
22354130.60H2O VLV
22380
131.14DMH
22387131.09SMH
2245519.51DI AT FC 22457130.12
DMH
22463129.50DI AT FC2265815.81DI AT FC
229001.95ramp
2327810.67ramp
OH/E
48" D
48" D 48" D
48" D
66" D
12" D
12" D
S
10" S
8" S
10" S
8" S
8" S
8" S
36" D
12" D
36" D
D
12" D
36" D
12" D
12" D
12 "D
12" D
12" D 12" D
12" D
12" D
24" D
12" D
12"W
30"W
30"W
12"W
12"W
12"WS
12"W
12"WS
12"WS
12"WS
12"WS
66"D
66"D
VAN
TRAN.

G
G

ELECTRIC

FIRE PUMP
1,200A SERVICE RTU

ELECTRIC
FIRE PUMP 1,200A SERVICE
TRAN.

G
G
VAN
RTU
VAN

ELECTRIC
FIRE PUMP 1,600A SERVICE
RTU
TRAN.

G
G
VAN

ELECTRIC

FIRE PUMP
TRAN.

G
G
2,000A SERVICERTU
CHECKEDPROJ. NO.

DATE
DRAWN

REVISIONS

PROJECT NAMESCALE
S:\dwg\Blue Oaks Commerce Center\DWG's\DD\BOCC LP.dwg7/25/2022 2:30 PM # DATE DESCRIPTION
VLMK.COM
3933 SW Kelly Avenue
Portland, Oregon 97239
503.222.4453

BLUE OAKS

COMMERCE

CENTER (BOCC)
2200 FREEDOM WAY
ROSEVILLE, CA.
20210696
JUNE 10, 2022
JEFF AMBROSIA, ASLA C4057
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
(530) 885-0040
FAX (530) 885-0042
www.yamasaki-la.com

Y A M A S A K I

LANDSCAPE ARCHITECTURE
0' 60'
30' 120' L1.2
1"=30'-0"

EJG JMA

LANDSCAPE PLAN
NE

PROJECT NAME
VLMK.COM
3933 SW Kelly Avenue
Portland, Oregon 97239
503.222.4453

BLUE OAKS

COMMERCE

CENTER (BOCC)
JEFF AMBROSIA, ASLA C4057
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
(530) 885-0040
FAX (530) 885-0042
www.yamasaki-la.com

Y A M A S A K I

LANDSCAPE ARCHITECTURE

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22
12 128.19SET MAG NAIL

SET MAG NAIL
15128.47FND CAP REBAR LS 3341
302
129.45
set nail
303128.10fnd c/w in well ls 7350
304
127.62
set nail
305129.80set nail
12128.19SET MAG NAIL

SET MAG NAIL
15128.47FND CAP REBAR LS 3341
302
129.45
set nail
303128.10fnd c/w in well ls 7350
304
127.62
set nail
305129.80set nail
30109129.96TEL MH
30113
129.48

FIRE HYDRO
30120
129.41
H2O VLV
30121129.31FIRE HYDRO
20011
129.68

FIRE HYDRO
20013128.25DI AT FC
20023
128.56
SMH
20026
129.65SSCO
20132129.94SMH
20664126.58DI SQ
20673127.50FIRE HYDRO
20762128.73DI AT FC
20800129.38DMH
21081127.92DI AT FC
48" D
66" D
12" D
12" D
8" S
8" S
36" D
12" D
36" D
12" D
30"W
12"W
12"WS
66"D

ELECTRIC

FIRE PUMP
G
VAN

FIRE PUMP

ELECTRIC
G

END NEW FOG LINE STRIPE
(CONFORM)

END PAVEMENT WIDENING
(CONFORM) 4129.97
HV-4 5133.92 HV-5
10142.93SET X
1126.80SET X
128.19SET MAG NAIL
13130.24SET MAG NAIL
15128.47FND CAP REBAR LS 3341
1627.29FND MON IN WELL
12629.17TBM 1
128-9858.64FND 5/8" REBAR
133-9861.58FND REBAR134-9859.33FND REBAR
30013.35fnd n/t ls 7350
302129.45set nail
303128.10fnd c/w in well ls 7350
304127.62set nail
305129.80set nail
306130.65set nail
307131.15fnd n/t ls 7350
308130.68fnd c/w in well ls 7350 4129.97
HV-4 5133.92 HV-5
10142.93SET X
1126.80SET X
128.19SET MAG NAIL
13130.24SET MAG NAIL
15128.47FND CAP REBAR LS 3341
1627.29FND MON IN WELL
12629.17TBM 1
128-9858.64FND 5/8" REBAR
133-9861.58FND REBAR134-9859.33FND REBAR
30013.35fnd n/t ls 7350
302129.45set nail
303128.10fnd c/w in well ls 7350
304127.62set nail
305129.80set nail
306130.65set nail
307131.15fnd n/t ls 7350
308130.68fnd c/w in well ls 7350
30109129.96TEL MH
30113129.48FIRE HYDRO
30120129.41H2O VLV30121129.31FIRE HYDRO
20011129.68FIRE HYDRO
20013128.25DI AT FC
20021128.13DI AT FC
20023128.56SMH
20026129.65SSCO
20039128.00H2O VLV
20040127.98H2O VLV
20041127.92H2O VLV
20099129.41H2O VLV
20132129.94SMH
20234131.20SSCO20240130.63SMH
20252129.92SSCO
20256130.20H2O VLV20272130.40FIRE HYDRO
20411135.23DMH
20650129.81SSCO
2066412.58DI SQ
20673127.50FIRE HYDRO
20762
128.73DI AT FC
20800129.38DMH
20896126.58H2O VLV
20952128.04TEL MH
20983127.28H2O VLV
21025126.81DI AT FC
21081
127.92DI AT FC
21095127.96H2O VLV
21288127.40TEL MH
21423125.72DI AT FC
21437126.30TEL VAULT
21925125.86DI AT FC
21954125.42DI AT FC
21958125.38DI AT FC
22044133.84
22104 DI AT FC143.73DI AT FC
2215819.47DI SQ22161130.16DMH
2216619.50DI AT FC
22353130.64H2O VLV
22354130.60H2O VLV
22380131.14DMH
22387131.09SMH
22455129.51DI AT FC 22457
130.12DMH
22463129.50DI AT FC22658125.81DI AT FC
22900129.95ramp
23278130.67ramp
OH/E
48" D
48" D 48" D
48" D
66" D
12" D
12" D
S
10" S
8" S
10" S
8" S
8" S
8" S
36" D
12" D
36" D
D
12" D
36" D
12" D
12" D
12 "D
12" D
12" D 12" D
12" D
12" D
24" D
12" D
12"W
30"W
30"W
12"W
12"W
12"WS
12"W
12"WS
12"WS
12"WS
12"WS
66"D
66"D
VAN
TRAN.

G
G

ELECTRIC

FIRE PUMP
1,200A SERVICE RTU

ELECTRIC

FIRE PUMP
1,200A SERVICE
TRAN.

G
G
VAN
RTU
VAN

ELECTRIC

FIRE PUMP
1,600A SERVICE RTU
TRAN.

G
G
VAN

FIRE PUMP

ELECTRIC
TRAN.

G
G
2,000A SERVICERTU
CHECKEDPROJ. NO.

DATE
DRAWN

REVISIONS

PROJECT NAMESCALE
S:\dwg\Blue Oaks Commerce Center\DWG's\DD\BOCC LP.dwg7/25/2022 2:35 PM # DATE DESCRIPTION
VLMK.COM
3933 SW Kelly Avenue
Portland, Oregon 97239
503.222.4453

BLUE OAKS

COMMERCE

CENTER (BOCC)
2200 FREEDOM WAY
ROSEVILLE, CA.
20210696
JUNE 10, 2022
JEFF AMBROSIA, ASLA C4057
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
(530) 885-0040
FAX (530) 885-0042
www.yamasaki-la.com

Y A M A S A K I

LANDSCAPE ARCHITECTURE
0' 60'
30' 120' L1.3
1"=30'-0"

EJG JMA

LANDSCAPE PLAN
SW

PROJECT NAME
VLMK.COM
3933 SW Kelly Avenue
Portland, Oregon 97239
503.222.4453

BLUE OAKS

COMMERCE

CENTER (BOCC)
JEFF AMBROSIA, ASLA C4057
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
(530) 885-0040
FAX (530) 885-0042
www.yamasaki-la.com

Y A M A S A K I

LANDSCAPE ARCHITECTURE

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22
5 133.92
HV-5
300130.35fnd n/t ls 7350
306130.65set nail
307131.15fnd n/t ls 7350
308
130.68
fnd c/w in well ls 7350
5 133.92
HV-5
300130.35fnd n/t ls 7350
306130.65set nail
307131.15fnd n/t ls 7350
308
130.68
fnd c/w in well ls 7350
20132
129.94
SMH
20234131.20SSCO
20240
130.63
SMH
20272130.40FIRE HYDRO
20411135.23DMH
22158129.47DI SQ
130.16
DMH
10" S
8" S
10" S
36" D
24" D
12"W
12"WS
12"WS
66"D
VAN

ELECTRIC

FIRE PUMP
1,600A SERVICE RTU
TRAN.

FIRE PUMP

ELECTRIC
TRAN.

G
2,000A SERVICE
RTU

END NEW FOG LINE STRIPE
(CONFORM)

END PAVEMENT WIDENING
(CONFORM)
4 129.97HV-4
5133.92HV-5
1042.93SET X
1126.80SET X
128.19SET MAG NAIL
1330.24SET MAG NAIL
15128.47FND CAP REBAR LS 3341
16127.29FND MON IN WELL
126129.17TBM 1
128 -9858.64FND 5/8" REBAR
133 -9861.58

FND REBAR
134-9859.33FND REBAR
300130.35fnd n/t ls 7350
129.45302
set nail
303128.10fnd c/w in well ls 7350
304127.62set nail
305129.80set nail
306130.65set nail
307 131.15fnd n/t ls 7350
308130.68fnd c/w in well ls 7350
4 129.97HV-4
5133.92HV-5
1042.93SET X
1126.80SET X
128.19SET MAG NAIL
1330.24SET MAG NAIL
15128.47FND CAP REBAR LS 3341
16127.29FND MON IN WELL
126129.17TBM 1
128 -9858.64FND 5/8" REBAR
133 -9861.58

FND REBAR
134-9859.33FND REBAR
300130.35fnd n/t ls 7350
129.45302
set nail
303128.10fnd c/w in well ls 7350
304127.62set nail
305129.80set nail
306130.65set nail
307 131.15fnd n/t ls 7350
308130.68fnd c/w in well ls 7350
30109129.96TEL MH
30113129.48FIRE HYDRO
30120129.41H2O VLV30121129.31FIRE HYDRO
20011129.68FIRE HYDRO
20013
128.25DI AT FC20021128.13DI AT FC
20023128.56SMH
20026129.65SSCO
20039128.00H2O VLV
20040127.98H2O VLV
20041127.92H2O VLV
20099129.41H2O VLV
20132129.94SMH
20234131.20SSCO20240130.63SMH
20252129.92SSCO
20256130.20H2O VLV20272130.40FIRE HYDRO
20411135.23DMH
20650129.81SSCO
20664126.58DI SQ
20673127.50FIRE HYDRO
20762128.73DI AT FC
20800129.38DMH
20896126.58H2O VLV
20952128.04TEL MH
20983127.28H2O VLV
21025126.81DI AT FC
21081127.92DI AT FC
21095127.96H2O VLV
21288127.40TEL MH
21423125.72DI AT FC
21437126.30TEL VAULT
21925125.86DI AT FC
21954125.42DI AT FC
21958125.38DI AT FC
22044133.84DI AT FC
22104143.73DI AT FC
2215819.47DI SQ
22161130.16DMH
22166129.50DI AT FC
22353130.64H2O VLV
22354130.60H2O VLV
22380131.14DMH
22387131.09SMH
2245519.51DI AT FC 22457130.12
DMH
2246319.50DI AT FC2265815.81DI AT FC
22900129.95ramp
23278130.67ramp
OH/E
48" D
48" D 48" D
48" D
66" D
12" D
12" D
S
10" S
8" S
10" S
8" S
8" S
8" S
36" D
12" D
36" D
D
12" D
36" D
12" D
12" D
12 "D
12" D
12" D 12" D
12" D
12" D
24" D
12" D
12"W
30"W
30"W
12"W
12"W
12"WS
12"W
12"WS
12"WS
12"WS
12"WS
66"D
66"D
VAN
TRAN.

G
G

ELECTRIC

FIRE PUMP
1,200A SERVICE RTU

ELECTRIC

FIRE PUMP
1,200A SERVICE
TRAN.

G
G
VAN
RTU
VAN

ELECTRIC

FIRE PUMP
1,600A SERVICE
RTU
TRAN.

G
G
VAN

FIRE PUMP

ELECTRIC
TRAN.

G
G
2,000A SERVICE
RTU
CHECKEDPROJ. NO.

DATE
DRAWN

REVISIONS

PROJECT NAMESCALE
S:\dwg\Blue Oaks Commerce Center\DWG's\DD\BOCC LP.dwg7/25/2022 2:36 PM # DATE DESCRIPTION
VLMK.COM
3933 SW Kelly Avenue
Portland, Oregon 97239
503.222.4453

BLUE OAKS

COMMERCE

CENTER (BOCC)
2200 FREEDOM WAY
ROSEVILLE, CA.
20210696
JUNE 10, 2022
JEFF AMBROSIA, ASLA C4057
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
(530) 885-0040
FAX (530) 885-0042
www.yamasaki-la.com

Y A M A S A K I

LANDSCAPE ARCHITECTURE
0' 60'
30' 120' L1.4
1"=30'-0"

EJG JMA

LANDSCAPE PLAN
SE

PROJECT NAME
VLMK.COM
3933 SW Kelly Avenue
Portland, Oregon 97239
503.222.4453

BLUE OAKS

COMMERCE

CENTER (BOCC)
JEFF AMBROSIA, ASLA C4057
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
(530) 885-0040
FAX (530) 885-0042
www.yamasaki-la.com

Y A M A S A K I

LANDSCAPE ARCHITECTURE

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22
L1.5
CHECKEDPROJ. NO.

DATE
DRAWN

REVISIONS

PROJECT NAMESCALE
S:\dwg\Blue Oaks Commerce Center\DWG's\DD\BOCC LP.dwg
# DATE DESCRIPTION
VLMK.COM
3933 SW Kelly Avenue
Portland, Oregon 97239
503.222.4453

BLUE OAKS

COMMERCE

CENTER (BOCC)
2200 FREEDOM WAY
ROSEVILLE, CA.
20210696
JUNE 10, 2022
JEFF AMBROSIA, ASLA C4057
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
(530) 885-0040
FAX (530) 885-0042
www.yamasaki-la.com

Y A M A S A K I

LANDSCAPE ARCHITECTURE

EJG JMA

LANDSCAPE

LEGENDS & NOTES
N.T.S.

PROJECT NAME
VLMK.COM
3933 SW Kelly Avenue
Portland, Oregon 97239
503.222.4453

BLUE OAKS

COMMERCE

CENTER (BOCC)
JEFF AMBROSIA, ASLA C4057
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
(530) 885-0040
FAX (530) 885-0042
www.yamasaki-la.com

Y A M A S A K I

LANDSCAPE ARCHITECTURE

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22

CC EXHIBIT G

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22

CC EXHIBIT H

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22

CC EXHIBIT I

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22
8/01/2022

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22

REVISED MODIFIED STAGE I
AND STAGE II INTAKE SET:
08-01-22
�--BODY COLOR "SITE WHITE"--�
36'-0"
T.O.W.

PARTIAL NORTH ELEVATION
Sherwin Williams
"SITE WHITE"
SW 7070
"Body Color"
N.T.S.

Sherwin Williams
"NETWORK GRAY"
SW 7073
"Light-Gray"
1234
ACCENT--�
"EXTRA WHITE"

PARTIAL SOUTH ELEVATION
Sherwin Williams
-WEB GRAY"
SW 707S
"Dark-Gray"
N.T.S.

Sherwin Williams
"EXTRA WHITE"
SW 7006
"Accent"
Blue Oaks Commerce Center
BUILDING A (BUILDINGS B, C AND DARE SIMILAR) FEBRUARY 2022 40'-6"� T.O.W.

MEDIUM GRAY
"NETWORK GRAY" STOREFRONT GLAZING

PPG VISTACOOL AZURIA
'----STOREFRONT FRAMES

CLEAR ANODIZED
Schnitzer

PROPERTIES
V l VLMKENGINEERING + DESIGN
3933 SW Kelly Avenue• Portland, Oregon 97239
503.222.4453 www.vlmk.com

CC EXHIBIT J

Roseville City CouncilJanuary 18, 2023

Roseville City Council
January 18, 2023