Roseville City Council
April 16, 2025

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024
No. 63626

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION

CONTROL POINT SET THIS SURVEY

FOUND MONUMENT AS NOTED

FOUND MONUMENT WELL

DIMENSION POINT, NOTHING FOUND OR SET

SUBJECT PARCEL(S) PROPERTY LINE

EXISTING PROPERTY/RW LINE

EXISTING EASEMENT LINE

WOOD FENCE

WIRE/BARBED WIRE FENCE

WROUGHT IRON FENCE

EXISTING WATER LINE AND SIZE

WATER BLOWOFF VALVE

WATER VALVE

FIRE HYDRANT

EXISTING DRAIN LINE SIZE & FLOW DIRECTION

DRAIN MANHOLE

DRAIN INLET OR CATCH BASIN

EXISTING SEWER LINE SIZE & FLOW DIRECTION

SEWER MANHOLE

SEWER CLEANOUT

STREET LIGHT

UTILITY PULLBOX

UTILITY/JOINT POLE
SIGN

BORING LOCATION

CONCRETE SURFACE

ASPHALT SURFACE
LEGEND:

Exp.12-31-2022
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NO.5914
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L I CENSED LAND SURVEYOR
THE HORIZONTAL DATUM FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAD83, ZONE II AND IS BASED UPON GPS OBSERVATIONS TO NGS STATIONS "NEWFIDDY" (PID DL9185) AND "HPGN CA 03 09" (PID JS4669)
THE VERTICAL DATUM FOR THIS SURVEY IS NAVD88 AND IS BASED UPON CITY OF ROSEVILLE BENCHMARKS BM-10 (3 1/4” BRASS DISK STAMPED 2018 PLS 8278 AT WEST OF D.I. AT SOUTHEAST CORNER OF CIRBY WAY AND SUNRISE BLVD, ELEV. 158.13) AND BM-96 (3 1/4" BRASS DISK STAMPED PLS 8278, AT TOP OF THE CURB 1 FOOT SOUTH OF D.I. AT THE SOUTHWEST CORNER OF THE INTERSECTION OF BLUE OAKS BLVD. AND WOODCREEK OAKS BLVD., ELEV. 114.97)

HORIZONTAL/VERTICAL DATUM

THE PROPERTY LINES FOR THE SUBJECT PARCEL ARE BASED ON THE LARGE LOT FINAL MAP OF "CAMPUS OAKS" FILED IN BOOK "DD" OF MAPS, PAGE 47. ADJACENT PROPERTY LINES SHOWN HEREON WERE TAKEN FROM THE CITY OF ROSEVILLE G.I.S. SHAPEFILE ON JUNE 10, 2020 AND ADJUSTED TO FIT THE MONUMENTATION FOUND IN THE COURSE OF THIS SURVEY.

PROPERTY LINE INFORMATION
APN 496-030-008-000

EXISTING MONITORING WELL

PROPOSED ASR WELL
30" TREE
10" TREE
36" TREE
6" TREE
8" TREE
6" OAK
20" TREE
8" TREE
6" TREE
10" TREE
24" OAK
36" OAK
48" 0AK
SET 5/8" REBAR WITH CAP
N. 2043588.864
E. 6755857.263
ELEV.=134.65
SET 5/8" REBAR WITH CAP
N. 2043520.796
E. 6756192.466
ELEV.=129.70

STORM DRAIN MANHOLE
RIM EL. = 131.86
FL 12" RCP NW = 125.21
FL 18" RCP SE = 125.26
FL 18" RCP NE = 125.11
ELEC. PB

2.5' WOOD POST & CABLE FENCE

P L E A S A N T

G R O V E
B L V D .
6' WROUGHT IRON FENCE
FL 18" RCP SW = 125.11
FL 12" RCP SE = 128.06
DI GRATE EL.= 131.21
8" BLOCK WALL
"NO PARKING"
ELEC. PB

P L E A

L A P O R T E D R I V E
30" TREE
10" TREE
36" TREE 6" TREE
8" TREE
6" OAK
20" TREE
8" TREE
6" TREE
10" TREE
24" OAK
36" OAK
48" 0AK
36" OAK
8" OAK
36" OAK
24" OAK
30" OAK
24" OAK
120
120
125
125
130
125
125
130
130
130
130
135
135
135
135
130
130
PROJECT NO. LAST SAVED BY:FILE NAME: Plot Date:

MED
HPG
DM
19G06
7 GENERAL

MISTY WOOD ASR WELL

SURVEY CONTROL DATA
11843A1019G006.dwg
hgarcia 12/13/2024 5:48:41 PM
0 10' 20' 40'
SCALE: 1" = 20'
No. 63626

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION

CONTROL POINT SET THIS SURVEY

FOUND MONUMENT AS NOTED

FOUND MONUMENT WELL

DIMENSION POINT, NOTHING FOUND OR SET

SUBJECT PARCEL(S) PROPERTY LINE

EXISTING PROPERTY/RW LINE

EXISTING EASEMENT LINE

WOOD FENCE

WIRE/BARBED WIRE FENCE

WROUGHT IRON FENCE

EXISTING WATER LINE AND SIZE

WATER BLOWOFF VALVE

WATER VALVE

FIRE HYDRANT

EXISTING DRAIN LINE SIZE & FLOW DIRECTION

DRAIN MANHOLE

DRAIN INLET OR CATCH BASIN

EXISTING SEWER LINE SIZE & FLOW DIRECTION

SEWER MANHOLE

SEWER CLEANOUT

STREET LIGHT

UTILITY PULLBOX

UTILITY/JOINT POLE
SIGN

BORING LOCATION

CONCRETE SURFACE

ASPHALT SURFACE
LEGEND:

Exp.12-31-2022
ET
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NO.5914
IN A
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L I CENSED LAND SURVEYOR
APN 496-030-008-000

HORIZONTAL/VERTICAL DATUM

PROPERTY LINE INFORMATION
THE HORIZONTAL DATUM FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAD83, ZONE II AND IS BASED UPON GPS OBSERVATIONS TO NGS STATIONS "NEWFIDDY" (PID DL9185) AND "HPGN CA 03 09" (PID JS4669)
THE VERTICAL DATUM FOR THIS SURVEY IS NAVD88 AND IS BASED UPON CITY OF ROSEVILLE BENCHMARKS BM-10 (3 1/4” BRASS DISK STAMPED 2018 PLS 8278 AT WEST OF D.I. AT SOUTHEAST CORNER OF CIRBY WAY AND SUNRISE BLVD, ELEV. 158.13) AND BM-96 (3 1/4” BRASS DISK STAMPED 2018 PLS 8278, AT TOP OF CURB 1 FOOT SOUTH OF D.I. AT THE SOUTHWEST CORNER OF THE INTERSECTION OF BLUE OAKS BLVD. AND WOODCREEK OAKS BLVD., ELEV. 114.97)
THE PROPERTY LINES SHOWN HEREON WERE TAKEN FROM THE CITY OF ROSEVILLE G.I.S.

SHAPEFILE ON JUNE 10, 2020 AND ADJUSTED TO FIT THE CENTERLINE MONUMENTATION FOUND IN THE COURSE OF THIS SURVEY.

EXISTING MONITORING WELL

EXISTING ASR WELL
Plot Date: 12/11/2024 5:47:10 PM PROJECT NO. LAST SAVED BY: FILE NAME: CECECE 00GC01 12 CIVIL GENERAL CIVIL NOTES AND LEGEND 11843A1000GC001.dwg hgarcia NOTES GENERAL PIPELINE NOTES: 1. DIMENSIONS TO STRUCTURES, REFERENCED PIPING, PAVING, AND OTHER IMPROVEMENTS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS 14 DAYS IN ADVANCE OF THE CONSTRUCTION PROGRESS. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER. 2. CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF 10 FEET HORIZONTAL AND 3 FEET VERTICAL BETWEEN THE SEWER LINES AND EXISTING WATER LINES. 3. REFER TO THE GEOTECHNICAL REPORT LOCATED IN THE APPENDIX OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THE GEOTECHNICAL CONDITIONS AND BORING INFORMATION. 4. IN ALL LOCATIONS WHERE TRENCH PLATE IS USED FOR VEHICULAR OR PEDESTRIAN TRAFFIC, THE CONTRACTOR SHALL APPLY SKID RESISTANT COATING ON THE TRENCH PLATES AND COLD MIX ASPHALT CONCRETE AT THE EDGES. THE TRENCH PLATES SHALL BE NOTCHED INTO THE ASPHALT, CONCRETE, OR TRAVELED SURFACE TO PREVENT SLIPPAGE AND ROCKING UNDER TRAFFIC. 5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES ADJACENT TO THE WORK, THROUGHOUT THE CONSTRUCTION PERIOD. 6. ALL OPEN TRENCHES, WORK AREAS AND SHAFTS SHALL HAVE A SHORING SYSTEM IN ACCORDANCE WITH OSHA, STATE AND LOCAL REQUIREMENTS. 7. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, COUNTY, AND LOCAL LAWS AND ORDINANCES RELATING TO THE SAFETY AND CHARACTER OF WORK, EQUIPMENT AND PERSONNEL. THIS INCLUDES BUT IS NOT LIMITED TO SHEETING, SHORING, BRACING, VENTILATION, CONFORMANCE WITH TRAFFIC CONTROL AND MAINTENANCE OF BARRICADES AND WARNING DEVICES. 8. LAYOUT DRAWINGS ARE REQUIRED FOR PIPING INSTALLED. 9. CONTRACTOR SHALL TAKE ALL PRACTICAL PRECAUTIONS TO MINIMIZE DISTURBANCES TO STREAMS, VEGETATION, TREES AND CROP LANDS. WHEREVER PRACTICAL LEAVE EXISTING TREES AND VEGETATED AREAS UNDISTURBED. UTILITY NOTES: EARTHWORK NOTES: 1. CLEAR THE CONSTRUCTION AREA OF NATURAL OBSTRUCTIONS EXISTING FOUNDATIONS, BUILDINGS, FENCES, LUMBER, WALLS, STUMPS, BRUSH, WEEDS, RUBBISH, TREES, BOULDERS, AND ANY OTHER ITEMS WHICH INTERFERES WITH CONSTRUCTION OPERATIONS OR ARE DESIGNATED FOR REMOVAL. 2. GRUB OUT AND DISPOSE OF TREE TRUNKS AND ROOT MATERIAL BELOW THE GROUND SURFACE REMAINING AFTER CLEARING. 3. DISPOSE OF THE UNACCEPTABLE BACKFILL MATERIAL FROM THE CLEARING AND GRUBBING OPERATIONS AT NO ADDITIONAL COST TO THE OWNER. 4. STRIP AND STOCKPILE THE TOPSOIL. THE DEPTH OF STRIPPING SHALL BE ESTIMATED TO BE 12-INCHES BUT WILL BE DETERMINED IN THE FIELD AS SOIL CONDITIONS DICTATE. 5. REPLACE STOCKPILED SOIL AND RESTORE SITE AS SPECIFIED. 6. ROCK AND AGGREGATE STORAGE AREAS SHALL BE RESTORED BY EXCAVATING ANY SOILS CONTAINING ROCK OR AGGREGATE AND BACKFILLING WITH TOPSOIL. SOIL REMOVED MAY BE USED FOR TRENCH BACKFILL ABOVE THE PIPE ZONE AND 3 FEET BELOW FINISHED GRADE. 1. EXISTING UTILITIES IN THE PROJECT MAY BE IN A FRAGILE CONDITION. THE CONTRACTOR SHALL EXERCISE NECESSARY CAUTION WHEN WORKING NEAR EXISTING UTILITIES. 2. PLAN LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES ARE BASED ON RECORD DRAWINGS, POTHOLING AND SURVEY INFORMATION AND ARE CONSIDERED APPROXIMATE ONLY. WHERE NO ELEVATIONS ARE SHOWN, NO INFORMATION WAS AVAILABLE DURING THE DESIGN PERIOD. 3. SOME UTILITY SERVICES MAY NOT BE SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO LOCATE AND PROTECT SERVICE DURING CONSTRUCTION. 4. CONTRACTOR SHALL CALL THE LOCAL UTILITY LOCATOR PRIOR TO ANY EXCAVATION ACTIVITIES. 5. NOTIFY THE CITY OF ROSEVILLE UNDERGROUND SERVICE ALERT (U.S.A.) ONE-CALL SYSTEM. THE CONTRACTOR SHALL NOTIFY THE U.S.A. CENTER 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK BY CALLING 1-800-227-2600. 6. THE LOCATION, SIZE, AND MATERIALS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND IS SHOWN FOR BIDDING PURPOSES. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT THE UTILITY OWNERS SO THAT THOSE UTILITIES MAY MARK THE LOCATION OF THEIR UTILITIES PRIOR TO ANY EXCAVATION ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT EXISTING UTILITIES. X X X SYMBOLS SYMBOL DESCRIPTION FLOW/SLOPE DIRECTION MANHOLE (PROFILE) MANHOLE (PLAN) PULL BOX POWER TOWER SYMBOL DESCRIPTION ROCK WALL BURIED VALVE HEADWALL CABLE TV UTILITY POLE UTILITY POLE GUY WIRE PIPE CAP OR CONNECTION CHECK VALVE FLANGE PLUG VALVE REDUCER GUARD POST PCTVPH SHRUB/HEDGE TREE T TELEPHONE PEDESTAL CO CLEANOUT AIR RELEASE VALVE BLOW OFF VALVE LIGHT PP POWER POLE SIGN/SIGN POST ELECTRICAL MANHOLE AND PULL BOX SERVICE CONNECTION GATE LINE WORK PHXX HOSE BIBB / YARD HYDRANT FIRE HYDRANT CATCH BASIN E POTHOLE POTHOLE NUMBER BALL VALVE GATE VALVE HATCH PATTERNS M METER BOX BUTTERFLY VALVE NOTE: ALL SYMBOLS SHOWN AS NEW. EXISTING SYMBOLS ARE SCREENED. COORDINATES / ELEVATION ROADWAY / PIPE CURVES COORDINATES SLOPE CALLOUT CONTROL POINT 2 1 X 1325.00 PT RADIUS ANGLE CLOCKWISE PC EDGE OF PVMT OR OUTSIDE FACE OF CURB CXX SPOT ELEVATION FG XX.XX EXISTING SPOT ELEVATION 2:1 N=XXXXXX.XX E=XXXXXX.XX N=1600000 E=1000000 2.0% TC XX.XX (REFER TO ABBREVIATIONS FOR DESIGNATION) S=0.0020 ROADWAY / PIPE CURVE (SEE TABLE ON EACH PAVING AND GRADING OR CIVIL PIPING DWG WITH ROADWAY / PIPE CURVES.) LENGTH CURVE NUMBER RADIUS POINT XX XX SHORING /\ FLOWLINE GUARDRAIL NEW ROAD EXISTING CONTOURS (SCREENED) NEW FENCE POWER POLE & LINE EXISTING FENCE (SCREENED) EXISTING ROAD (SCREENED) PROPERTY LINE OR RIGHT OF WAY REMOVE OR ABANDONED (CROSS HATCHING: FENCE SHOWN AS EXAMPLE) SLOPE EXISTING PIPING (TRIPLE LINES) (SCREENED) NEW PIPING (SINGLE LINE) NEW PIPING (TRIPLE LINES) EXISTING STRUCTURES (SCREENED) EXISTING PIPING (SINGLE LINE)(SCREENED) CENTER, MONUMENT, OR SURVEY LINE PP X X X X X X OHE OHE CABLE TV (UNDERGROUND) CTV CTV FIBER OPTIC NATURAL GAS G G SANITARY SEWER STORM DRAIN 310 310 NEW STRUCTURES OR EDGE OF PAVEMENT FUTURE ROAD, WATER EDGE OR RIDGE HIDDEN LINE OR TRAIL EDGE FO FO UNDERGROUND ELECTRIC RAILROAD TRACKS FUEL TELEPHONE WATER NEW CONTOURS SILT FENCE SF SF EASEMENT EXISTING EASEMENT CITY LIMITS EXISTING GRADE (PROFILE) PROPOSED GRADE (PROFILE) CURB CURB & GUTTER SWALE LOC LOC UGE UGE F F SS SS SD SD TEL TEL W W FORCEMAIN SANITARY SEWER FM FM STAGING AREA CLSM TREAD PLATE AGGREGATE BASE COURSE (ABC) ASPHALT PAVING GRATING BEDROCK CONCRETE (ALL CLASSES) DRAIN ROCK GRAVEL RIPRAP EXISTING/ UNDISTURBED SOIL STRUCTURAL FILL OR BACKFILL STEEL LANDSCAPING LIMITS OF CONSTRUCTION OR CONTROL POINT SOIL BORING LOCATIONS B-XX XX EXISTING MONUMENT EXISTING CONTROL POINT (WITH AERIAL) SPAN MATCH LINE MATCH LINE STA XXX SEE DWG XXX No. 63626 REV DATE BY DESCRIPTION DATE CHECKED DRAWN DESIGNED 11843A.10 JOB NO. DRAWING NO. SHEET NO. SCALES ACCORDINGLY VERIFY SCALES THIS SHEET, ADJUST IF NOT ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING 0 1" OF CITY OF ROSEVILLE 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEF 1 2 3 4 5 6 7 8 9 10 11 12 13 ABCDEFG G ® 178 AQUIFER STORAGE AND RECOVERY WELLS PROJECT DECEMBER 2024 DRAFT FINAL SUBMITTAL NOT FOR CONSTRUCTION STAGING AREAS: 1. THE CITY SHALL PROVIDE STAGING AREAS ON AND/OR NEAR TO THE SITES FOR THE TEMPORARY STORAGE OF MATERIALS AND EQUIPMENT. THE CITY IS NOT RESPONSIBLE FOR SECURITY AND THEFT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY. REFER TO TECHNICAL SPECIFICATIONS. CATHODIC PROTECTION TEST STATION CPTS 129
129
131
130
129
130
CB-3A
FG 130.20
FG 130.40
FG 130.40
CB-1A
FG 130.30
CB-1B
FG 130.30
CB-1C
FG 130.20
FG 130.85
CB-2
FG 130.10
FG 131.00
HP 130.75
FG 130.85
FG 130.80
FG 130.60
HP 130.90
FG 130.60
FG 130.50
FG 130.47
FG 130.85
HP 130.60
FG 130.70
FG 130.40
CB-3
FG 130.20 FG 130.70
CB-3B
FG 130.05
FG 130.60
130.60
130.60
31 32
33 34
FG 130.80
FG 130.60
FG 130.85
SSMH
FG 130.50
129
129
No. 63626

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
0 10' 20' 40'
SCALE: 1" = 20'
PROJECT NO. LAST SAVED BY:FILE NAME:

MED
HPG
DM
13C01
13 CIVIL

CAMPUS OAKS

PAVING, GRADING, AND SITE PLAN
11843A1013C001.dwg
hgarcia
usanorth811.org
WELL

BUILDING
10 1
9 TYP
CR110
TYP
CR110
GENERAL NOTES:

1. THE PLANS HAVE BEEN PREPARED IN PART
BASED ON AVAILABLE RECORD INFORMATION.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING

ALL EXISTING CONDITIONS PRIOR TO BEGINNING
THE WORK.

2. SURFACE RESTORATION REQUIRED AT

TRENCHES AND EXCAVATION IS NOT SHOWN ON
THESE PLANS.

3. SEE DETAIL 2/13C05 FOR TYPICAL PAVEMENT
SECTION.

X KEY NOTES:

1. FUTURE WATER TREATMENT FILTER VESSELS, IF
REQUIRED. NOT PART OF THIS CONTRACT.

2. FUTURE FILTER BACKWASH TANK AND SEWER
AIR-GAP, IF REQUIRED. NOT PART OF THIS
CONTRACT.

3. ELECTRICAL TRANSFORMER, SEE 13E01.

4. 2" BACKFLOW PREVENTER INSTALL SIMILAR TO
CITY OF ROSEVILLE STANDARD DETAIL W-7.

5. FIBER OPTIC HANDHOLE, SEE 13E01.

6. AUTOMATIC GATE OPENER PER SECTION 02820.

7. AUTOMATIC ROLLING GATE PER SECTION 02820.

8. GATE KEY PAD PER SECTION 02820.

9. AIR-GAP STRUCTURE TO STORM DRAIN. SEE
DETAIL 1/13C05 FOR DETAILS.

10. EXISTING MONITORING WELL.

11. CMU WALL (REFER TO 13C04 FOR COORDINATE
POINTS).

12. PAVED DRIVE. REMOVE AND REPLACE CURB AND
GUTTER TO MEET CITY STANDARD DETAIL ST-21.

INSTALL DETACHED SIDEWALK PER CITY DETAIL
ST-7.

13. FUTURE LOCATION FOR FIRE PROTECTION

BACKFLOW AND FDC ASSEMBLY PER CITY OF
ROSEVILLE STANDARD DETAIL W-2.

14. FLOW METER INSTALL SIMILAR TO CITY OF
ROSEVILLE STANDARD DETAIL W-7.

15. CONDENSING UNIT, SEE MECHANICAL DRAWINGS.

16. CONCRETE LANDING, SLOPED AT 1/4" PER FOOT

AWAY FROM THE BUILDING FOR DRAINAGE PER
CR306/TYP.

17. PEDESTRIAN ACCESS GATE.

18. INSTALL 20 FT WIDE IRRIGATED LANDSCAPED

STRIP WITH CITY APPROVED SHRUBS AND
GROUND COVER.

19. IRRIGATION CONTROL PANEL AND CONDUIT.

POST MOUNT OR SURFACE MOUNT ON
PERIMETER WALL.

20. EXISTING FIRE HYDRANT.

21. EXISTING STREET LIGHT.

22. INSTALL TYPE 2 VERTICAL CURB AND GUTTER
PER CITY OF ROSEVILLE STANDARD DETAIL ST-17.

START AND STOP AT EXISTING SCORE MARKS OR
JOINTS. REMOVE AND REPLACE BARRICADES AS
REQUIRED.

23. INSTALL TYPE D DRIVEWAY APRON PER CITY OF
ROSEVILLE STANDARD DETAIL ST-21.

24. ELECTRICAL PULL BOX, SEE 13E01.

25. EXISTING FIBER OPTIC STUB UP AND ELECTRICAL
UTILITY VAULT. CONTRACTOR TO DEMOLISH AND

ROUTE NEW FO CABLE AND ELEC CONDUIT TO

THE NEW FIBER OPTIC HANDHOLE AND
TRANSFORMER. SEE ELECTRICAL DRAWINGS..

26. STORM DRAIN MANHOLE PER CITY OF ROSEVILLE
STANDARD DETAIL DR-4 WITH DETAIL DR-8 GRATE
COVER.

27. POLE FOR LICENSE PLATE READER CAMERAS,
SEE ELECTRICAL DRAWINGS.
2 TYP
CS202
TOC 130.9
R
13M12
16 15
16 20
21 PAINTED DESERT DRIVE

NEW MEADOW DRIVE (FUTURE)
1 13C01
SCALE:

FILE:
1 DETAIL
- 1" =10'-0"
11843A1013C001
20' ROLLING GATE
6 5
3 11
12 14
13 4
7 17

PAINTED DESERT DRIVE
8 19
TYP
CF200
14 4
23 22 10' 20'
26 24
27 5
5' WIDE SIDEWALK

PER CITY STANDARDS
27 5' 3'
3 25
25 18

EX EP

EX CURB

EX BARRICADE
2 FO FO FO FO

UGE UGE UGE UGE FO UGE
GAS
VAULT
APPROX. LOCATION
GAS

SERVICE
20' P.G.& E. EASEMENT
PER 99-0026799
SD SD
SD
SS

SS SS SS SS
W
W
66 65 68
69 71
62 8" SD
SDMH-1
63 64
8" SD
12" SD
12" SD
4" SS
EX-EX-18" SD
18" SD
12" SD
EX-8" RW
EX-8" RW
EX-10" SS
EX-16" W
EX-10" SS
EX-10" SS
W W
W
56 59
55 58
52 53 51
W
61 45
44 43
73 8" SS
8" SD
EX-16" W
41 46
48 47
54 57
35 36 FO
42 UGE
UGE
FO
W SS

EX MONITORING WELL

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
GENERAL NOTES:

1. SEE GENERAL NOTES ON SHEET 00G04 AND CIVIL
NOTES ON 00GC01.

2. OFFSITE UTILITIES EXTENDED TO SITE BY
OTHERS. CONNECT TO SERVICES PROVIDED IN
FIELD.

3. REFER TO PIPE PROFILES FOR INVERT
ELEVATIONS NOT CALLED OUT ON THE PLANS.

MAINTAIN MINIMUM 36" COVER WHERE ANY
INVERT ELEVATION IS NOT IDENTIFIED.

4. PIPE TRENCHING AND SURFACE RESTORATION

SHALL BE PER THE CITY OF ROSEVILLE
STANDARD DETAILS AND CY111/TYP.

5. THE CONTRACTOR SHALL RESTORE ALL

LANDSCAPING AND IRRIGATION COMPONENTS

PER THE CITY OF ROSEVILLE STANDARDS WHERE
DISTURBED AS A RESULT OF THIS WORK. PLANTS

SHALL BE REPLACED IN KIND AND SIZE BY THE
CONTRACTOR.

6. REFER TO DRAWING 00GM05 FOR PIPE SCHEDULE
AND SECTION 15052 FOR GENERAL PIPING
REQUIREMENTS.

7. THESE PLANS HAVE BEEN PREPARED IN PART
BASED ON AVAILABLE RECORD INFORMATION.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING

ALL EXISTING CONDITIONS PRIOR TO BEGINNING
OF THE WORK.

8. EXISTING INVERT ELEVATIONS ARE BASED ON
AVAILABLE RECORD INFORMATION. CONTRACTOR

SHALL FIELD VERIFY INVERT ELEVATIONS PRIOR
TO BEGINNING THE WORK.

9. SEE DWG 13C06 FOR COORDINATE POINTS.

10. BURIED DI PIPE SHALL BE PROTECTED WITH A

CATHODIC PROTECTION SYSTEM OR WAX TAPE
PER SPECIFICATION 15320. ANODE AND TEST

STATION SPACING/PLACEMENT ARE

APPROXIMATE BASED ON OBSTACLES IN AREA
AND MAY BE MOVED. ALL ISOLATION FLANGES

MUST HAVE ISOLATION JOINT FLANGE KIT TEST
STATION INSTALLED AT THE LOCATION. ISOLATE
ALL DISSIMILAR PIPE, VALVES, ETC. ADD JOINT
BONDING TO DIP, REFER TO CP150 FOR JOINT
BOND DETAILS.

X
PROJECT NO. LAST SAVED BY:FILE NAME:

MED
HPG
DM
13C02
14 CIVIL

CAMPUS OAKS

YARD PIPING AND UTILITIES PLAN
11843A1013C002.dwg
hgarcia 12/13/2024 6:51:26 PM Plot Date:

KEY NOTES:

1. NOT USED

2. PROVIDE HAND HOLE PER ROSEVILLE ELECTRIC
REQUIREMENTS.

3. STORM DRAIN MANHOLE PER CITY OF ROSEVILLE
STANDARD DETAIL DR-4 WITH DETAIL DR-8 GRATE
COVER.

4. STUB OUT FOR FUTURE CONNECTION.

5. PROVIDE 4" DIP WITH BLIND FLANGE AND BLOW
OFF 24" ABOVE FINISHED GRADE. TYPICAL OF
THREE LOCATIONS.

6. ROUTE EACH 1" SAMPLE LINE FROM EXISTING

MONITORING WELL TO INSIDE THE BUILDING
(TWO TOTAL). ROUTE SAMPLE LINE TO AVOID
OTHER UTILITIES. WORK INCLUDES ALL FITTINGS,

WALL PENETRATIONS, AT-GRADE HANDHOLES,
AND PIPE SUPPORTS AS REQUIRED.

7. ROUTE EACH 1" SAMPLE LINE FROM EXISTING

MONITORING WELL TO THE SD AIR GAP
STRUCTURE (TWO TOTAL). ROUTE SAMPLE LINE

TO AVOID OTHER UTILITIES, WORK INCLUDES ALL

FITTINGS, WALL PENETRATIONS AT-GRADE
HANDHOLES, AND PIPE SUPPORTS AS REQUIRED.

8. NOT USED.

9. CONNECT TO EXISTING 18" STORM DRAIN STUB
OUT.

10. EXISTING 16" STUB UP. INSTALL BUTTERFLY
ISOLATION VALVE AND 4" BLOW OFF SIMILAR TO
TYP/CY733.

11. BACKFLOW PREVENTER, FLOW METER AND CORP

STOP PER CITY OF ROSEVILLE STANDARD DETAIL
W-7.

12. CONTRACTOR TO DEMOLISH EXISTING SEWER

LATERAL PIPE AND ROUTE NEW SEWER PIPE
FROM EXISTING SSMH-0 TO THE FACILITY.

13. CONTRACTOR TO DEMOLISH EXISTING FIBER

OPTIC STUB UP AND ELECTRICAL UTILITY VAULT

AND ROUTE NEW FO CABLE AND ELEC CONDUIT

TO THE NEW FIBER OPTIC HANDHOLE AND
TRANSFORMER. SEE ELECTRICAL DRAWINGS.
0 10' 20' 40'
SCALE: 1" = 20'
usanorth811.org

FUTURE WATER

TREATMENT FILTER TANKS

FUTURE FILTER BACKWASH

TANK WELL BUILDING
TYP
CS110 FUTURE SS AIR GAP

STRUCTURE TO SEWER
3 1
12" FI 4
12" FE 4
5 10" AF
4" GV
4" FPW
2" PW
16" PW
1" SAM
TYP
CS202
7 1" SAM
6 9

CONDENSING UNIT
(TWO EACH)
(TWO EACH)
PIPE
STUB

PAINTED DESERT DRIVE

NEW MEADOW DRIVE (FUTURE)

ELEC TRANSFORMER

FIBER OPT TIE-IN
TYP
CY716
5 FUTURE 4" BACKFLOW PREVENTER
2" BACKFLOW PREVENTER

FLOWMETER
11 CO

CONTRACTOR TO

CONFIRM POC

ELEVATION FOR TIE-IN
13 2
SCALE:

FILE:
1 DETAIL
- 1" =10'-0"
11843A1013C002
TYP
CP311
TYP
CP311
1 13C02
TYP
CP311
(TRAFFIC RATED)
TYP
CP311
(ABOVE GROUND)
(TRAFFIC RATED)
(TRAFFIC RATED)
2" RW
2" BACKFLOW

PREVENTER
11 CONTRACTOR TO POTHOLE

AND CONFIRM ELEVATION OF

EXISTING SEWER LATERAL
12 13M12
2 1
13M12
11 EXISTING

IRRIGATION VAULT
13 EXISTING FIBER

OPTIC STUB-UP

EXISTING

ELECTRICAL VAULT
13 13

CONTRACTOR

TO CONFIRM

POC FOR TIE-IN
13 13
CB-3 CB-3B
CB-3A
CB-2
CPTS
CPTS
CPTS
CB-1
CB-1A
CB-1C
16" BFV, TEE, 4" GV W/ BO 10

SD AIR-GAP STRUCTURE
SSMH-0
RW R
100
104
108
112
116
120
124
128
132
136
140
100
104
108
112
116
120
124
128
132
136
140
9+80 10+00 11+00 12+00
S=1.22%
S=1.19% CB-1 STA 10+56.93 RIM 130.30 INV IN 122.15 (12" W) INV IN 122.50 (8" E) INV IN 122.15 (12" S) INV OUT 121.95 (18" N) CB-2 STA 11+07.08 RIM 130.10 INV IN 122.93 (12" S) INV OUT 122.76 (12" N) CB-3 STA 11+55.32 RIM 130.20 INV IN 123.71 (8" E) INV IN 123.71 (8" W)INV OUT 123.51 (12" N) EX-10" SS INV 107.4± EX-8" RW INV=125.7± 4" SS INV 125.1± SDMH-1 STA 10+00 RIM 128.83 INV IN 121.63 (18" S) INV OUT 107.92 (18" W) S=0.69%
18" SD
12" SD 12" SD
S=0.47%
EX-18" SD
(2) 2" RW INV 127.0± 10" AF INV=124.1± 1" SAM INV 127.5± 108
112
116
120
124
128
132
136
140
108
112
116
120
124
128
132
136
140
9+80 10+00 11+00 11+20 SD AIR-GAP STRUCTURE STA 10+07.58 RIM 130.41 INV OUT 122.64 (12" E) INV OUT 122.74 (12" W) CB-1 STA 10+38.91 RIM 130.30 INV IN 122.15 (12" W) INV IN 122.50 (8" E) INV IN 122.15 (12" S) INV OUT 121.95 (18" N) CB-1C STA 10+91.39 RIM 130.20 INV OUT 123.02 (8" W) S=1.56%
S=1.00%
12" SD
8" SD 8" SS INV 124.6±2" PW INV=127.7± 4" FPW INV=124.9± CB-1A STA 10+00 RIM 130.30 INV IN 122.84 (12" E) S=-1.32%
12" SD 16" PW INV 120.4± UGE/FO INV 126.5±
108
112
116
120
124
128
132
136
140
108
112
116
120
124
128
132
136
140
9+80 10+00 11+00 11+20 CB-3A STA 10+00 RIM 130.20 INV OUT 124.20 (8" E) CB-3 STA 10+45.77 RIM 130.20 INV IN 123.71 (8" E) INV IN 123.71 (8" W) INV OUT 123.51 (12" N) CB-3B STA 10+95.98 RIM 130.05 INV OUT 124.27 (8" W) S=1.07% S=1.12%
8" SD 8" SD
104
108
112
116
120
124
128
132
136
140
104
108
112
116
120
124
128
132
136
140
9+80 10+00 11+00 11+20
S=2.00% SSMH-1 STA 10+68.88 RIM 130.50 INV IN 124.97 (4" E) INV OUT 124.77 (8" NW) 4" SS 12" SD INV 122.4± 12" SD INV 122.2±
8" SS
S=2.00% STA 10+00 EL 129.48 SSMH-0 STA 10+00 RIM 129.48 INV IN 107.20 (10" E) INV IN 120.00 (8" S) INV OUT 107.20 (10" W) STA 10+16.84 EL 124.58 2" PW INV=127.7± PROJECT NO. LAST SAVED BY:FILE NAME: Plot Date:

MED
HPG
DM
13C03
15 CIVIL

CAMPUS OAKS

PIPE PROFILES
11843A1013C003.dwg
hgarcia 9/12/2022 7:29:07 AM

PROFILE
FILE:

VERT SCALE:

HORIZ SCALE:
11843A1013C003
1"=20'
1"=5'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION

PROPOSED GRADE

EXISTING GRADE

PROFILE
FILE:

VERT SCALE:

HORIZ SCALE:
11843A1013C003
1"=20'
1"=5'

PROFILE
FILE:

VERT SCALE:

HORIZ SCALE:
11843A1013C003
1"=20'
1"=5'

PROFILE
FILE:

VERT SCALE:

HORIZ SCALE:
11843A1013C003
1"=20'
1"=5'

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE
GENERAL NOTES:

1. SEE GENERAL NOTES ON SHEET 00G04 AND CIVIL
NOTES ON 00GC01.

2. OFFSITE UTILITIES EXTENDED TO SITE BY
OTHERS. CONNECT TO SERVICES PROVIDED IN
FIELD.

3. EXISTING INVERT ELEVATIONS ARE BASED ON
AVAILABLE RECORD INFORMATION. CONTRACTOR

SHALL FIELD VERIFY INVERT ELEVATIONS PRIOR
TO BEGINNING THE WORK.

CLEANOUT

CONTRACTOR TO POTHOLE AND CONFIRM

ELEVATION OF EXISTING SEWER LATERAL
1 2
3 4

COORDINATE CONTROL POINTS
POINT
1 2
3 4
5 6
7 8

NORTHING
2050895.31
2050895.31
2050780.60
2050781.48
2050895.31
2050895.31
2050895.31
2050895.31

EASTING
6754930.02
6754888.84
6754886.65
6754998.78
6754997.95
6754950.02
6754957.35
6754952.02

DESCRIPTION

BEGIN WALL

WALL CORNER

WALL CORNER

WALL CORNER

WALL CORNER

END WALL

BEGIN WALL

BEGIN WALL
TOW
130.70
130.61
131.00
131.00
130.70
130.70
130.70
130.70
5 6
7 8

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
PROJECT NO. LAST SAVED BY:FILE NAME:

MED
HPG
DM
13C04
16 CIVIL

CAMPUS OAKS

PERIMETER WALL IMPROVEMENTS
11843A1013C004.dwg
hgarcia 12/11/2024 8:34:15 AM Plot Date: 0 10' 20' 40'
SCALE: 1" = 20'
usanorth811.org

1. THE PLANS HAVE BEEN PREPARED IN PART
BASED ON AVAILABLE RECORD INFORMATION.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING

ALL EXISTING CONDITIONS PRIOR TO BEGINNING
THE WORK.

2. SURFACE RESTORATION REQUIRED AT

TRENCHES AND EXCAVATION IS NOT SHOWN ON
THESE PLANS.

GENERAL NOTES:

SCALE:

FILE:

A SECTION
- 1/2" = 1-0"
11843A1013S310

WEST, SOUTH, AND EAST PERIMETER WALL
3'-0" 1'-9 1/2" 8'-2 1/2" 1'-4" 10'-0"
12" CMU
HP EL 130.80± HP EL 131.00±
TOC EL 129.00

EXTENT OF WALL

FOOTING
A
-
TOW EL 139.00±

PAINTED DESERT DRIVE

NEW MEADOW DRIVE (FUTURE)
B
-
SCALE:

FILE:

B SECTION
- 1/2" = 1-0"
11843A1013S310

NORTH PERIMETER WALL
3'-0" 1'-9 1/2" 8'-2 1/2" 1'-4" 10'-0"
12" CMU
HP EL 130.80± HP EL 131.00±
TOC EL 129.00
TOW EL 139.00±

ROLLING GATE,

SEE SPEC
SECTION 02820

PEDESTRIAN

GATE TYP
CF200
20' 20'
NOTES:

1. SEE SECTION A FOR
REINFORCEMENT.
#4 @ 24"
#6 @ 8" LAP
#4 @ 8"
T&B
#6 @ 8"
#4 @ 8"

OUTSIDE INSIDE OUTSIDE INSIDE
Plot Date: 12/11/2024 8:35:34 AM PROJECT NO. LAST SAVED BY: FILE NAME:

MED
HPG
DM
13C05
17 CIVIL

CAMPUS OAKS

DETAILS AND SECTIONS
11843A1013C005.dwg hgarcia
12" SD
SCALE:

FILE:
1 DETAIL
13C01 1/2" =1'-0"
11843A10C400

BACKFLUSH AIR GAP
GENERAL NOTES:

1. CONTRACTOR TO FIELD VERIFY PIPE CONFIGURATION AT BURIED VALVE AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

SEE CIVIL PLANS AND PROFILES FOR PIPE

ORIENTATION, COORDINATES AND
ELEVATIONS. PIPE PENETRATIONS SHOWN

SCHEMATICALLY IN THIS DETAIL (TYP)
10" AF
12" X 10" REDUCER ELBOW
12" AF

CONCRETE PIPE

ENCASEMENT

AC PAVEMENT
CLASS 2 ABC
AT 95% RELATIVE

COMPACTION

SCARIFY NATIVE SOIL
AND COMPACT TO 95%

RELATIVE COMPACTION

UNDISTURBED NATIVE SOIL
SCALE:

FILE:
2 DETAIL
13C01 1" =1'-0"
11843A10C400
ASPHALT CONCRETE PAVEMENT 3" 9" 10"

CONCRETE CURB
SCALE:

FILE:

A SECTION
13C05 1/2" =1'-0"
11843A10C400
BACKFLUSH AIR GAP 9" 6"
6" (TYP ALL AROUND)
10" AF
12" AF
12" SD
4'-0"
1 12" ABC

CONCRETE PIPE

ENCASEMENT
TYP
CY119
TYP
MP140
8"
MIN
2'-0"
MIN 12" MAX

CONCRETE CURB
SIMILAR TO CR100/TYP
WITH 2 EA #4 BAR LOOPS

AND UNISTRUT FOR

SAMPLE LINE
TWO

FROM MONITORING
WELL

PRECAST

CONCRETE
NOTE 1
8"
1'-0"
5'-10"

DECHLORINATION TABLET
BASKET, WELDED GALV.

EXPANDED STEEL.

SEE DETAIL 1/-
8"
1'-0" 10"

PIPE SUPPORT
8" MIN MIN 6" ABC UNDER CURB
1" SAM
SCALE:

FILE:
1 DETAIL
- NO SCALE
11843A10C400

DECHLORINATION BASKET

DECHLORINATION TABLET
INLET CHUTE, 3" PIPE

FABRICATED GALVANIZED

EXPANDED STEEL BASKET

WELDED TO FLANGE

FINISHED GRADE,

SEE CIVIL PLANS
TYP
MP034 AIR-GAP 2 PIPE DIAMETERS 1'-0"
TYP
SD503
(TWO) 1" SAMPLE LINE

FROM THE EXISTING

MONITORING WELL
SLOPE 1/4"/FT
TOWARDS THE PIPE.

A
-
No. 63626

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
12" SD 3'-9" MAX
TYP
CP175

ISOLATION JOINT

FLANGE KIT
KEY NOTES:

1. 2" H-20 RATED WELDED GALVANIZED STEEL GRATING. 1'-0"

COORDINATE CONTROL POINTS
POINT
31 32
33 34

NORTHING
2050885.33
2050795.33
2050795.33
2050885.33

EASTING
6754987.94
6754987.95
6754959.94
6754959.94

DESCRIPTION

BLDG CORNER

BLDG CORNER

BLDG CORNER

BLDG CORNER

PRESSURE PIPE COORDINATES POINTS

POINT NUMBER
35 36
41 42
43 44
45 46
47 48
51 52
53 54
55 56
57 58
59 NORTHING
2050848.58
2050831.58
2050813.54
2050796.08
2050796.08
2050881.52
2050887.39
2050845.76
2050883.47
2050883.47
2050901.40
2050899.87
2050896.96
2050893.96
2050899.90
2050899.91
2050864.16
2050901.40
2050901.40

EASTING
6754953.94
6754953.94
6754894.75
6754894.77
6754892.00
6754891.94
6754897.82
6754921.98
6754921.98
6754909.28
6754970.22
6754970.22
6754970.22
6754969.09
6754969.10
6754955.23
6754955.23
6754969.09
6754958.44

CL ELEVATION
124.00
124.00
127.98
127.25
127.25
127.25
127.25
124.54
124.54
124.54
118.07
118.07
118.07
121.07
126.43
127.75
127.95
125.00
125.47

DESCRIPTION
12" STUB
12" STUB
1" 90° ELL
1" TEE
1" 90 ELL
1" 90 ELL
1" 90 ELL
10" 90° ELL
10" 90° ELL
10" 90° ELL
16" X 4" TEE
16" X 2" TEE
16" 45 ELL
16" 45 ELL
2" 90 ELL
2" 90 ELL
2" 90 ELL
4" 90 ELL
4" 90 ELL

YARD PIPING STRUCTURES COORDINATES POINTS

POINT NUMBER
61 62
63 64
65 66
68 69
71 73

NORTHING
2050887.39
2050887.43
2050887.39
2050887.41
2050789.00
2050788.60
2050789.44
2050837.24
2050881.26
2050927.18

EASTING
6754901.70
6754909.28
6754940.60
6754993.09
6754940.53
6754894.76
6754990.74
6754940.53
6754932.45
6754889.33

DESCRIPTION
CB-1A

SD AIR-GAP STRUCTURE
CB-1
CB-1C
CB-3
CB-3A
CB-3B
CB-2
SSMH-1
SSMH-0

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
PROJECT NO. LAST SAVED BY:FILE NAME:

MED
HPG
DM
13C06
18 CIVIL

CAMPUS OAKS

COORDINATE POINTS
11843A1013C006.dwg
hgarcia 12/11/2024 8:37:28 AM Plot Date:
8" BLOCK WALL
SET 5/8" REBAR WITH CAP
N. 2043588.864
E. 6755857.263
ELEV.=134.65
SET 5/8" REBAR WITH CAP
N. 2043520.796
E. 6756192.466
ELEV.=129.70
"NO PARKING"
ELEC. PB
DI GRATE EL.= 131.21
FL 12" RCP E = 118.76
DI GRATE EL.= 122.74
ELEC. BOX

GUARD RAIL

COMM MH
RIM=124.28

USA MARKING
(GREEN)

SEWER MANHOLE
RIM=116.77
INV.12"N=102.67
INV.12"S=102.77

SEWER MANHOLE
RIM=116.73
(LID LOCKED)
30" TREE
10" TREE
36" TREE 6" TREE
8" TREE
6" OAK
20" TREE
8" TREE
6" TREE
10" TREE
24" OAK
36" OAK
48" 0AK
36" OAK
8" OAK
30" OAK
24" OAK 36" OAK
30" OAK
48" OAK
36" OAK
24" OAK
16" OAK
20" OAK
30" OAK
10" OAK
12" OAK
14" OAK
10" OAK
8" OAK
8" OAK
12" OAK
24" OAK
12" OAK
6" OAK
8" OAK 6" OAK
36" OAK
30" OAK
24" OAK
6' WROUGHT IRON FENCE
4' CHAIN LINK FENCE

2.5' WOOD POST & CABLE FENCE

SEWER MANHOLE
RIM=122.88
INV.12"E=112.08
INV.12"S=112.38
INV.12"W=112.68
INV.12"NW=112.58

CONCRETE HEADWALL
N. 2043729.554
E. 6756442.766
ELEV.=114.76
SET 60D NAIL

CL TWIN BOX CULVERTS
APPROX 10'x10'±
INV.12"SE = 128.06
INV12"=108.21

END STORM PIPE
6' WROUGHT IRON FENCE

STORM DRAIN MANHOLE
RIM EL. = 131.86
INV.12"NW = 125.21
INV.18"SE = 125.26
INV.18"= 125.11
INV.18"SW = 125.11
125
127
126
124
129
131
132
131
131
131
131
131
131
130
133
134
135
136
136

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
PROJECT NO. LAST SAVED BY:FILE NAME:

MED
HPG
DM
19C00
19 CIVIL

MISTY WOOD

OVERALL SITE PLAN
11843A1019C000.dwg
hgarcia 12/11/2024 9:10:13 AM Plot Date:
0 15' 30' 60'
SCALE: 1" = 30'
usanorth811.org

SEWER TIE-IN

LOCATION

ASR FACILITY

STORM DISCHARGE

LOCATION
5 19C05
R50'
1270 PLEASANT GROVE BLVD

SEWER STATION LIFT
2" SFM

ASR WELL

REMOVE EXISTING BOMANITE

HERRINGBONE PATTERN

BRICKWORK ON THE

DRIVEWAY AND REPLACE TO

MATCH EXISTING
EXISTING 16" CONCRETE BAND WITH 8" SOLDER

COURSE AND HERRINGBONE BOMANITE
BRICKWORK. BOMANITE COLOR SHALL BE
MEXICAN TILE WITH AUTUMN BROWN RELEASE.

REFER TO IMPROVEMENTS PLANS FOR
WOODCREEK OAKS VILLAGE 3 RECORD

DRAWINGS, PROVIDED BY THE CITY
8" BLOCK WALL
SET 5/8" REBAR WITH CAP
N. 2043588.864
E. 6755857.263
ELEV.=134.65
SET 5/8" REBAR WITH CAP
N. 2043520.796
E. 6756192.466
ELEV.=129.70
"NO PARKING"
ELEC. PB
DI GRATE EL.= 131.21

COMM MH
RIM=124.28
30" TREE
10" TREE
36" TREE 6" TREE
8" TREE
6" OAK
20" TREE
8" TREE
6" TREE
10" TREE
24" OAK
36" OAK
48" 0AK
36" OAK
8" OAK
30" OAK
24" OAK 36" OAK
36" OAK
24" OAK
16" OAK
30" OAK
24" OAK
6' WROUGHT IRON FENCE

2.5' WOOD POST & CABLE FENCE
INV.12"SE = 128.06
6' WROUGHT IRON FENCE

STORM DRAIN MANHOLE
RIM EL. = 131.86
INV.12"NW = 125.21
INV.18"SE = 125.26
INV.18"= 125.11
INV.18"SW = 125.11
125
127
126
124
129
131
132
130.90
130.50
130.50
131.40
131.40
130.95
130.61
135.38
134.50
128.54
128.91
129.82
129.99
130.80
130.30
130.80
131.25
HP 131.40
131.35
131.35
HP 131.45
HP 131.20
131.20
131.50
130.90
131.00
130.90
131.00
131.10
131.21
131.20
130.65
131.00
131
131
131
131
131
131
130
130.80
130.90
131.20
130.40
131.40
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
131.40
131.40
132
134
133
136
135
136
131.20
131.20
131.28
131.42

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
5 19C05
PROJECT NO. LAST SAVED BY:FILE NAME:

MED
HPG
DM
19C01
20 CIVIL

MISTY WOOD

PAVING, GRADING, AND SITE PLAN
11843A1019C001.dwg
hgarcia 12/11/2024 12:16:02 PM Plot Date: 0 10' 20' 40' SCALE: 1" = 20'
WELL

BUILDING
3 5
9 2
8 6
7 16
1 TYP
CR110
10 TOC 131.50

EX MONITORING WELL
11 125'
103'
13 14
12 KEY NOTES:

1. FUTURE WATER TREATMENT FILTER VESSELS
AND BACKWASH TANK.

2. FUTURE FILTER BACKWASH TANK.

3. ELECTRICAL TRANSFORMER, SEE 19E01.

4. 2" BACKFLOW PREVENTER INSTALL SIMILAR TO
CITY OF ROSEVILLE STANDARD DETAIL W-7.

5. FIBER OPTIC HANDHOLE, SEE 19E01.

6. AUTOMATIC GATE OPENER PER SECTION 02820.

7. AUTOMATIC ROLLING GATE PER SECTION 02820.

8. GATE KEY PAD PER SECTION 02820.

9. AIR-GAP STRUCTURE TO STORM DRAIN. SEE
19C05 FOR DETAILS.

10. FUTURE AIR GAP STRUCTURE TO SEWER.

11. CMU WALL (REFER TO 13C04 FOR COORDINATE
POINTS).

12. PAVED DRIVE WAY.

13. FUTURE LOCATION FOR FIRE PROTECTION

BACKFLOW AND FDC ASSEMBLY PER CITY OF
ROSEVILLE STANDARD DETAIL W-2.

14. FLOWMETER INSTALL SIMILAR TO CITY OF
ROSEVILLE STANDARD DETAIL W-7.

15. CONDENSING UNIT, SEE MECHANICAL DRAWINGS.

16. CONCRETE LANDING, SLOPED AT 1/4" PER FOOT
FOR DRAINAGE PER CR306/TYP.

17. PEDESTRIAN ACCESS GATE.

GENERAL NOTES:

1. THE PLANS HAVE BEEN PREPARED IN PART
BASED ON AVAILABLE RECORD INFORMATION.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING

ALL EXISTING CONDITIONS PRIOR TO BEGINNING
THE WORK.

2. SURFACE RESTORATION REQUIRED AT

TRENCHES AND EXCAVATION IS NOT SHOWN ON
THESE PLANS.

3. SEE DETAIL 2/19C05 FOR TYPICAL PAVEMENT
SECTION.

4. CONTRACTOR SHALL FOLLOW TREE PERMIT
REQUIREMENTS, SEE SPECIFICATION 01562.

5. SEE CITY STANDARD CONSTRUCTION

SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.

6. SLOPE ALL FINISHED PAVEMENT WITHIN 4 FEET
AT A MINIMUM OF 2% SLOPE AWAY FROM
STRUCTURE.
16 15
17 4
usanorth811.org
X
KEY NOTES CONT'D:

18. REMOVE AND REPLACE EXISTING CONCRETE

SQUARE CURB AND GUTTER WITH DEPRESSED
CURB PER CITY STANDARD DETAIL ST-21. START

AND STOP AT EXISTING SCORE MARKS OR
JOINTS.

19. REMOVE AND REPLACE EXISTING 8 FT WIDE
CONCRETE SIDEWALK. MATCH EXISTING
CONCRETE COLOR AND FINISH. START AND STOP
AT EXISTING SCORE MARKS OR JOINTS.

20. THE CONTRACTOR SHALL PROVIDE A

TEMPORARY SAFE, SMOOTH, AND FIRM

PEDESTRIAN ACCESS ALONG THE EXISTING
SIDEWALK PATHWAY.

21. ESTABLISH NEW 2'-6" POST AND CABLE FENCE TO
MATCH EXISTING.

22. FIRE HYDRANT AND 6" GATE VALVE PER CITY OF
ROSEVILLE STANDARD DETAIL W-13 AND W-16.

23. IRRIGATION CONTROL PANEL AND CONDUIT.

POST MOUNT OR SURFACE MOUNT ON
PERIMETER WALL.

24. REMOVE EXISTING SMALL TREES, (LESS THAN 6"
DIAMETER) AND CUT LIMBS TO PROVIDE 10'
CLEARANCE. COORDINATE WITH CITY ARBORIST.

25. INSTALL 10 FT WIDE IRRIGATED LANDSCAPED

STRIP WITH CITY APPROVED SCREENING BUSHES
OR TREES.

26. LIMITS OF DISTURBANCE/CONTRACTOR WORK
AREA.

27. ALLOWANCE ITEM #1 REPLACE EXISTING
RESIDENTIAL WROUGHT IRON FENCE.

28. KEYSTONE STYLE BLOCK WALL.

29. CONCRETE LANDING PAD, MIN 2% SLOPE TO
DRAIN.

30. POLE FOR LICENSE PLATE READER CAMERAS,
SEE ELECTRICAL DRAWINGS.

31. INSTALL "NO PARKING" SIGN.

32. HAND PLACE 4"-6" RIP RAP AT BOTH ENDS OF THE

CROSS GUTTER, WITH FILTER FABRIC
UNDERLAYMENT.

33. ELECTRICAL PULL BOX, SEE 19E01.

34. NOT USED
X
25 23
25 20
20 20
18 5'
5'
22 19
18 19
5'
5'

LAPORTE DR PLEASANT GROVE BLVD
10'
10'
10'
10'
3 19C05
1 19C05
TYP
CF200
28 27
26 24
24 6" OAK
R45'
R55'
R27'
R71.46'
20'
R
19M12
R37.16'
31 21
21 30
32 32
TYP
CR110
TYP
CR110

GRASS-LINED SWALE,

FINISHED GRADE TO DRAIN TO

THE SOUTHWEST CORNER
GRASS
LINED
SWALE
33 34
26 12
11 12
29 8" BLOCK WALL
FOUND 1 1/2" BRASS DISK WITH

PUNCH IN MONUMENT WELL
"NO PARKING"

STORM DRAIN MANHOLE
RIM EL. = 131.86
FL 12" RCP NW = 125.21
FL 18" RCP SE = 125.26
FL 18" RCP NE = 125.11
ELEC. PB

2.5' WOOD POST & CABLE FENCE
6' WROUGHT IRON FENCE
FL 18" RCP SW = 125.11
FL 12" RCP SE = 128.06
DI GRATE EL.= 131.21
W
UGE
UGE FO
FO
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
W
W
W
W
W
W
52 87
88 89
85 86
84 81
82 90
83 53
54 51
58 59
60 57
56 55

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
KEY NOTES:

1. (1) 2" CONDUIT WITH FIBER OPTIC CABLE AND (1)
2" CONDUIT SPARE WITH PULL WIRE.

2. (1) 4" CONDUIT POWER AND (1) 4" CONDUIT SPARE

WITH PULL WIRE, PER ROSEVILLE ELECTRIC
REQUIREMENTS.

3. CONNECT TO EXISTING 12" SD.

4. EXISTING 4" BLOW OFF.

5. NOT USED.

6. CONNECT TO EXISTING SSMH. DROP INLET OR

OTHER SIMILAR TO CITY OF ROSEVILLE
STANDARD DETAILS SS-12.

7. STUB OUT FOR FUTURE CONNECTION.

8. PROVIDE 4" DIP WITH BLIND FLANGE AND BLOW
OFF 24" ABOVE FINISHED GRADE. TYPICAL OF
THREE LOCATIONS.

9. ROUTE EACH 1" SAMPLE LINE FROM EXISTING

MONITORING WELL TO INSIDE THE BUILDING
(TWO TOTAL). ROUTE SAMPLE LINE TO AVOID
OTHER UTILITIES. WORK INCLUDES ALL FITTINGS,

WALL PENETRATIONS, AT-GRADE HANDHOLES,
AND PIPE SUPPORTS AS REQUIRED.

10. ROUTE EACH 1" SAMPLE LINE FROM EXISTING

MONITORING WELL TO THE SD AIR GAP
STRUCTURE (TWO TOTAL).

11. ENCASE 4" DRAIN IN CONCRETE FROM THE

BUILDING TO THE MANHOLE INSTALL TWO

FLEXIBLE COUPLINGS (FLEX-SEAL ARC SHIELDED
ADJUSTABLE SEWER REPAIR COUPLING MR56

ARC SERIES OR EQUAL) TO ALLOW FOR

DEFLECTION BETWEEN THE BUILDING AND
MANHOLE.

12. BACKFLOW PREVENTER AND FLOWMETER PER
CITY OF ROSEVILLE STANDARD DETAIL W-7.

13. FIRE HYDRANT AND 6" GATE VALVE PER CITY OF
ROSEVILLE STANDARD DETAIL W-13 AND W-16.

14. SPECIAL TRENCH: CUT PAVEMENT RESTORATION
SECTION PER CITY STANDARD TB-6, 3' BEHIND

THE BACK OF CURB, TYP OF ALL WORK IN PAVED
AREA.

15. CONTRACTOR SHALL POTHOLE TO IDENTIFY

EXISTING UTILITY CROSSINGS ALONG THE
PROPOSED SEWER FORCE MAIN. SUBMIT A

CONSTRUCTION PLAN TO THE ENGINEER FOR
REVIEW AND APPROVAL.

16. STORM DRAIN MANHOLE PER CITY OF ROSEVILLE
STANDARD DETAIL DR-4 WITH DETAIL DR-8 GRATE
COVER.

GENERAL NOTES:

1. SEE GENERAL NOTES ON SHEET 00G04 AND CIVIL
NOTES ON 00GC01.

2. REFER TO DEMOLITION DRAWINGS FOR
REQUIRED SITE WORK.

3. REFER TO PIPE PROFILES FOR INVERT
ELEVATIONS NOT CALLED OUT ON THE PLANS.

MAINTAIN MINIMUM 36" COVER WHERE ANY
INVERT ELEVATION IS NOT IDENTIFIED.

4. PIPE TRENCHING AND SURFACE RESTORATION

SHALL BE PER THE CITY OF ROSEVILLE
STANDARD DETAILS AND CY111/TYP.

5. THE CONTRACTOR SHALL RESTORE ALL

LANDSCAPING AND IRRIGATION COMPONENTS

PER THE CITY OF ROSEVILLE STANDARDS WHERE
DISTURBED AS A RESULT OF THIS WORK. PLANTS

SHALL BE REPLACED IN KIND AND SIZE BY THE
CONTRACTOR.

6. REFER TO DRAWING 00GM05 FOR PIPE SCHEDULE
AND SECTION 15052 FOR GENERAL PIPING
REQUIREMENTS.

7. BURIED DI PIPE SHALL BE PROTECTED WITH A

CATHODIC PROTECTION SYSTEM OR WAX TAPE
PER SPECIFICATION 15320. ANODE AND TEST

STATION SPACING/PLACEMENT ARE

APPROXIMATE BASED ON OBSTACLES IN AREA
AND MAY BE MOVED. ALL ISOLATION FLANGES

MUST HAVE ISOLATION JOINT FLANGE KIT TEST
STATION INSTALLED AT THE LOCATION. ISOLATE
ALL DISSIMILAR PIPE, VALVES, ETC. ADD JOINT
BONDING TO DIP, REFER TO CP150 FOR JOINT
BOND DETAILS.

8. OFFSITE UTILITIES EXTENDED TO SITE BY
OTHERS. CONNECT TO SERVICES PROVIDED IN
FIELD.

X
PROJECT NO. LAST SAVED BY:FILE NAME:

MED
HPG
DM
19C02
21 CIVIL

MISTY WOOD

YARD PIPING AND UTILITIES PLAN
11843A1019C002.dwg
hgarcia 12/13/2024 7:02:19 PM Plot Date:
12" SD
2" SFM
16" PW
UGE
F/O
EX-36" W
EX-12" SD
EX-15" SD
EX-12" SD

EX-TELE
EX-X" GAS

EX-TELE

EX-CABLE
1 2
4 0 10' 20' 40'
SCALE: 1" = 20'
usanorth811.org
8" SD
8" SD
12" SD
12" SD
8" SD
12" SD
8" SS
EX-12" SD
7 8" SD
WELL

BUILDING
XFMR

FUTURE WATER TREATMENT

FILTER TANK
SEE 19M05 FOR CONTINUATION

AND CLEANOUT LOCATION
SEE 19M01 FOR

CONTINUATION

INSTALL WET WELL SUBMERSIBLE

GRINDER PUMP STATION IN

TRAFFIC RATED MANHOLE PER
SPECIFICATION 11309. PROVIDE

BUCK-BOOST TRANSFORMER
WITH VENDOR CONTROL PANEL.

GENERAL ALARM TO SCADA.
7 12" FI
7 7 12" FE
10" AF FUTURE AIR GAP

STRUCTURE TO SEWER
8 2" PW
4" FPW
8 TYP
CY716
4" GV
(EX) MONITORING WELL

FUTURE FILTER

BACKWASH TANK

REMOVE AND REPLACE

COLORED STAMPED

CONCRETE OR ASPHALT
1" SAM 10

FLOWMETER

SS VENT
11 INSTALL BUTTERFLY

ISOLATION VALVE AT
THE 16" PW TIE-IN.
12 CONDENSING
UNIT
13 (TWO EACH)
WD37-PUMP-30001
WD37-PUMP-30002

LAPORTE DR PLEASANT GROVE BLVD
2" BACKFLOW
12 PREVENTER
2" IRR
TYP
CP311
TYP
CP322
TYP
CP311
(TRAFFIC RATED)
TYP
CP311
(TRAFFIC RATED)
3 19C05
2" SFM
1" SAM
(TWO EACH)
9 3
1 19M12
2 19M12
9 (DIRECT

CONNECT
ANODE)
(TRAFFIC
RATED)
15 14
14 15
6 EXISTING 12" DI
EXISTING 12" DI
16 AIR GAP STRUCTURE

TO STORM DRAIN
CB5
CB1
CB6
CB7
CB2
CB3
CB4
CB5
SSMH
2" BACKFLOW

PREVENTER
12 15
15 CPTS
CPTS
CPTS
CPTS
CPTS
CPTS
CPTS
CPTS
1 19C05
R
19M12
S
19M12

EX UGE & FO
108
112
116
120
124
128
132
136
140
108
112
116
120
124
128
132
136
140
9+80 10+00 11+00 12+00 12+40
12" SD
12" SD 12" SD STA 10+00 EL 126.81 TIE-IN TO EXISTING CB1 STA 11+05.09 RIM 130.80 INV IN 127.59 (12" SE) INV OUT 127.79 (12" NW) INV OUT 127.79 (12" NE) INV OUT 127.79 (8" SW) CB5 STA 11+39.70 RIM 130.80 INV IN 128.04 (12" SE) INV OUT 128.24 (12" NW) INV OUT 128.24 (8" NE) CB2 STA 12+13.53 RIM 130.80 INV IN 128.86 (12" SE) INV OUT 129.06 (8" SW)INV OUT 129.06 (8" NE)
S=-0.72% S=-0.72%
S=-0.84%
(2) 2" IRR INV 129.0± 10" AF INV 122.1± (2) 1" SAM INV 128.3± 108
112
116
120
124
128
132
136
140
108
112
116
120
124
128
132
136
140
9+80 10+00 11+00 11+40
S=-0.84%
S=-0.81%
8" SD
8" SD CB7 STA 10+00 RIM 130.90 INV IN 129.46 (8" NE) CB2 STA 10+47.58 RIM 130.80 INV IN 128.86 (12" SE) INV OUT 129.06 (8" SW)INV OUT 129.06 (8" NE) CB3 STA 10+77.17 RIM 130.50 INV IN 129.30 (8" SW) 108
112
116
120
124
128
132
136
140
108
112
116
120
124
128
132
136
140
9+90 10+00 10+80
S=0.25% CB5 STA 10+00 RIM 130.80 INV IN 128.04 (12" SE) INV OUT 128.24 (12" NW) INV OUT 128.24 (8" NE) CB4 STA 10+39.58 RIM 130.30 INV IN 128.14 (8" SW) 8" SD
(2) 1" SAM INV 128.6
108
112
116
120
124
128
132
136
140
108
112
116
120
124
128
132
136
140
9+80 10+00 11+00 11+20 CB6 STA 10+00 RIM 130.90 INV IN 128.20 (8" NE) CB1 STA 10+47.59 RIM 130.80 INV IN 127.59 (12" SE) INV OUT 127.79 (12" NW) INV OUT 127.79 (12" NE) INV OUT 127.79 (8" SW) SD AIR-GAP STRUCTURE STA 10+79.10 RIM 130.90 INV IN 128.11 (12" SW) INV IN 128.10 (12" NE) 8" SS INV 124.1± S=-0.86%
8" SD
S=-1.00%
12" SD
S=1.00% CB8 STA 10+86.45 RIM 130.90 INV OUT 128.18 (12" SW) 4" FPW INV 129.0± 2" PW INV 129.0± PROJECT NO. LAST SAVED BY:FILE NAME: Plot Date:

MED
HPG
DM
19C03
22 CIVIL

MISTY WOOD

PIPE PROFILES
11843A1019C003.dwg
hgarcia 9/12/2022 7:29:07 AM

PROFILE
FILE:

VERT SCALE:

HORIZ SCALE:
11843A1019C004
1"=20'
1"=5'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION

PROPOSED GRADE

EXISTING GRADE

PROFILE
FILE:

VERT SCALE:

HORIZ SCALE:
11843A1019C004
1"=20'
1"=5'

PROFILE
FILE:

VERT SCALE:

HORIZ SCALE:
11843A1019C004
1"=20'
1"=5'

PROFILE
FILE:

VERT SCALE:

HORIZ SCALE:
11843A1019C004
1"=20'
1"=5'

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE
GENERAL NOTES:

1. SEE GENERAL NOTES ON SHEET 00G04 AND CIVIL
NOTES ON 00GC01.

2. OFFSITE UTILITIES EXTENDED TO SITE BY
OTHERS. CONNECT TO SERVICES PROVIDED IN
FIELD.

3. EXISTING INVERT ELEVATIONS ARE BASED ON
AVAILABLE RECORD INFORMATION. CONTRACTOR

SHALL FIELD VERIFY INVERT ELEVATIONS PRIOR
TO BEGINNING THE WORK.
(2) 1" SAM INV 128.6± 129.166±
2 3
4 5
6 7
8 1

COORDINATE CONTROL POINTS
POINT
1 2
3 4
5 6
7 8
9 10

NORTHING
2043499.37
2043524.03
2043566.51
2043559.45
2043605.47
2043539.79
2043451.29
2043485.19
2043483.78
2043480.01

EASTING
6756031.54
6756056.38
6756014.00
6756006.92
6755961.02
6755895.18
6755983.46
6756017.44
6756016.02
6756012.25

DESCRIPTION

BEGIN WALL

WALL CORNER

WALL CORNER

WALL CORNER

WALL CORNER

WALL CORNER

WALL CORNER

END WALL

MAN DOOR

MAN DOOR
TOW
141.16
142.50
142.50
142.50
142.50
142.50
142.50
141.16
141.16
141.16
9 10

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
PROJECT NO. LAST SAVED BY:FILE NAME:

MED
HPG
DM
19C04
23 CIVIL

MISTY WOOD

PERIMETER WALL IMPROVEMENTS
11843A1019C004.dwg
hgarcia 12/11/2024 10:03:08 AM Plot Date:

A
-
0 10' 20' 40'
SCALE: 1" = 20'
usanorth811.org

PLEASANT GROVE BLVD

1. THE PLANS HAVE BEEN PREPARED IN PART
BASED ON AVAILABLE RECORD INFORMATION.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING

ALL EXISTING CONDITIONS PRIOR TO BEGINNING
THE WORK.

2. SURFACE RESTORATION REQUIRED AT

TRENCHES AND EXCAVATION IS NOT SHOWN ON
THESE PLANS.

GENERAL NOTES:

SCALE:

FILE:

A SECTION
- 1/2" = 1-0"
11843A1019S310

PERIMETER WALL
5'-0" 2'-9 1/2" 9'-10 1/2" 1'-4" 12'-8"
HP EL 131.4±
LP EL 128.54± TOC EL 128.50
TOW EL 141.16±

EXTENT OF WALL FOOTING
TOW AT CORNERS (8')
EL 142.5±
HP EL 135.38±

1. ALLOWANCE ITEM #1 REPLACE EXISTING
RESIDENTIAL WROUGHT IRON FENCE.

KEY NOTES:
1 12" CMU
#4 @ 24"
#6 @ 8" LAP
#4 @ 8"
T&B
#6 @ 8"
#4 @ 8" EL 127

ROLLING GATE, SEE
SPEC SECTION 02820

PEDESTRIAN GATE
TYP
CF200
20'

5.33'

OUTSIDE INSIDE
Plot Date: 12/11/2024 10:16:39 AM PROJECT NO. LAST SAVED BY: FILE NAME:

MED
HPG
DM
19C05
24 CIVIL

MISTY WOOD

DETAILS AND SECTIONS
11843A1019C005.dwg hgarcia
12" SD
A
-
SCALE:

FILE:
1 DETAIL
19C01 1/2" =1'-0"
11843A10C400

BACKFLUSH AIR GAP
GENERAL NOTES:

1. CONTRACTOR TO FIELD VERIFY PIPE CONFIGURATION AT BURIED VALVE AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

SEE CIVIL PLANS AND PROFILES FOR PIPE

ORIENTATION, COORDINATES AND
ELEVATIONS. PIPE PENETRATIONS SHOWN

SCHEMATICALLY IN THIS DETAIL (TYP)
10" AF
12" X 10" REDUCER ELBOW
12" AF

AC PAVEMENT
CLASS 2 ABC
AT 95% RELATIVE

COMPACTION

SCARIFY NATIVE SOIL
AND COMPACT TO 95%

RELATIVE COMPACTION

UNDISTURBED NATIVE SOIL
SCALE:

FILE:
2 DETAIL
19C01 1" =1'-0"
11843A10C400
ASPHALT CONCRETE PAVEMENT 3" 9" 10"

CONCRETE CURB
SCALE:

FILE:

A SECTION
19C05 1/2" =1'-0"
11843A10C400
BACKFLUSH AIR GAP 9" 6"
6" (TYP ALL AROUND)
10" AF
12" AF
12" SD
12" ABC

CONCRETE PIPE

ENCASEMENT
TYP
CY119
TYP
MP140 3'-9" MAX
8"
MIN
2'-0"
MIN 12" MAX

PRECAST

CONCRETE
NOTE 1
5'-10"
SCALE:

FILE:

C SECTION
- NO SCALE
11843A10C400

ENERGY DISSIPATOR PROFILE
PHOTO
FILE:
5 19C00

STORM DRAIN OUTLET TO CREEK ENERGY DISSIPATOR
FILE
3'-0"
3'-0"
6'-0"

STORM DRAIN
OUTLET
12" RIP RAP ROCK OVER FILTER FABRIC, EXTEND 1
FT BEYOND ROCK. PLACE CLASS I ROCK SLOPE
PROTECTION (RSP) OVER CLASS 8 RSP FABRIC

ACCORDING TO CALTRANS STANDARD
SPECIFICATIONS. HAND PLACE RSP TO WITHIN 3
INCHES OF THE PIPE INVERT AT THE WALL. RSP MAY
BE TAPERED TO A DEPTH OF 8 TO 12 INCHES AT THE
EDGES OF THE PLACEMENT AREA. FABRIC TO BE
PLACED WITHOUT EXCAVATION. NO DUMP
PLACEMENT OF RSP SHALL BE PERMITTED. RSP

AREA SHALL NOT ENTER THE NORMAL FLOW
CHANNEL; IT IS ONLY FOR EROSION PROTECTION OF

THE NEAR-BANK AREA DIRECTLY BELOW THE
DISCHARGE PIPE.

C
-
6'-0"

STORM DRAIN OUTLET
4'-0"
1 CONCRETE CURB
SIMILAR TO CR100/TYP
WITH 2 EA #4 BAR LOOPS

AND UNISTRUT

PIPE SUPPORT
8" MIN MIN 6" ABC UNDER CURB
12" RIP RAP ROCK

EXISTING CONCRETE

DRAINAGE STRUCTURE

EXTEND FABRIC
1 FT ALL SIDES

EXISTING GRADE

CONCRETE PIPE

ENCASEMENT
(TWO) 1" DRAIN LINE

FROM THE EXISTING

MONITORING WELL
TYP
SD503
(TWO)

FROM MONITORING
WELL
1" SAM
TYP
MP034
8"
1'-0"

DECHLORINATION TABLET
BASKET, WELDED GALV.

EXPANDED STEEL.

SEE PHOTO 4 ON THIS SHEET
8"
1'-0" 10"

FINISHED GRADE,
SEE CIVIL PLANS AIR-GAP 2 PIPE DIAMETERS 1'-0"
SLOPE 1/4"/FT
TOWARDS THE PIPE.

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
12" SD
PHOTO
FILE:
4 -

DECHLORINATION BASKET
FILE

DECHLORINATION

TABLET INLET CHUTE,
3" PIPE

FABRICATED GALVANIZED

EXPANDED STEEL BASKET

WELDED TO FLANGE
TYP
CP175

ISOLATION JOINT

FLANGE KIT
OD OF MANHOLE + 12" 6" CLR 12" MIN
#5 @ 12" EW
CAST-IN-PLACE CLASS "A"
CONCRETE BASE. CAST BASE

AGAINST UNDISTURBED SOIL
OR 8" MIN ABC UNDER BASE
WHERE SOIL IS UNSTABLE.

SCALE:

FILE:
3 DETAIL
19C01
19C02

NO SCALE
11843A10C400

GRINDER PUMP STATION
4" DR
(FROM THE

BUILDING)
INV EL
123.37 3'-0" 2'-6" 2'-6"

PACKAGED DUPLEX

GRINDER PUMP STATION
PER SECTION 11309

PRECAST CONCRETE

MANHOLE RISERS WITH

VARIABLE HEIGHT

SIZE PUMP PER

MANUFACTURER

REQUIREMENTS
2" SFM
(TO THE SS MANHOLE TIE-IN)

SEE CIVIL DRAWINGS FOR FITTINGS LOCATION

BACKFILL WITH CLSM
ELEC
MIN 3'-0" ID 5'-0" MIN DEPTH

ENSURE ADEQUATE SPACE

BETWEEN MANHOLE AND PUMP

STATION TO ALLOW CONNECTION

OF ELECTRICAL CONDUIT, PIPING

AND OTHER COMPONENTS
(TO THE BLDG,

SEE CIVIL)
(TO THE CONTROL PANEL

IN THE CHEMICAL ROOM)

VENT TO NORTHEAST SIDE OF

BUILDING, RUN UP ADJACENT

TO ROOF DRAIN, MIN HEIGHT
2'. COORDINATE VENT SIZE

WITH MANUFACTURER

SS VENT

LOCATE PANEL INSIDE OF CHEM
ROOM. COORDINATE CONDUIT

RUNS WITH BUILDING FOUNDATION
MIN 5'-0" ID

PROVIDE SST HOOK

GRADE RINGS FOR LIFTING ROPE

AS REQUIRED
MORTAR

AC PAVEMENT OR

SOIL BACKFILL
PROVIDE 30" MIN H-20 TRAFFIC RATED MANHOLE COVER
AND FRAME WITH FLAT TOP COVER. FINISH MH COVER PER
CS110/TYP INCLUDING GRADE RINGS, CLASS A CONCRETE
FINAL SIZE AND LOCATION WITH PUMP MANUFACTURER.
# KEY NOTES:

1. 2" H-20 RATED WELDED GALVANIZED STEEL GRATING.

CLASS "A" CONCRETE

CORE DRILL CONCRETE AND SEAL

SPACE WITH NON-SHRINK GROUT

PER CITY STANDARDS, TYP ALL

MANHOLE PENETRATIONS

DISCHARGE ELEVATION PER PUMP

PACKAGE MANUFACTURER
TYP
CS110 (SIM TO)

FINISHED GRADE PER CIVIL DRAWINGS
TYP
MP218

FROM MONITORING WELL
FROM

MONITORING
WELL

TO PUMP
ROOM
B
-
SCALE:

FILE:

B SECTION
- NO SCALE
11843A10C400

BACKFLUSH AIR GAP

PREFORMED CHANNEL

PIPE SUPPORT

CONCRETE CURB

FINISHED GRADE

SEE CIVIL PLANS
TYP
MP218
1" SAM
(TWO EACH)
1" SAM
(TWO EACH) FROM

MONITORING
WELL

TO PUMP
ROOM 1'-0"

EXISTING BLOCK EROSION PROTECT
2" MINIMUM

AIR GAP

COORDINATE CONTROL POINTS
POINT
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46

NORTHING
2043556.00
2043492.29
2043472.51
2043536.23
2043476.15
2043449.89
2043392.52
2043368.12
2043441.87
2043502.15
2043502.53
2043522.17
2043499.58
2043526.48
2043555.28
2043393.08

EASTING
6755932.67
6755996.23
6755976.41
6755912.85
6756026.31
6756038.88
6756045.65
6756041.83
6756061.65
6756104.96
6756066.73
6756102.97
6756031.86
6756220.79
6756258.31
6756067.41

DESCRIPTION

BLDG CORNER

BLDG CORNER

BLDG CORNER

BLDG CORNER
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP

YARD PIPING STRUCTURES COORDINATE POINTS

POINT NUMBER
81 82
83 84
85 86
87 88
89 90

NORTHING
2043463.00
2043496.60
2043518.88
2043524.06
2043521.11
2043549.06
2043539.77
2043573.38
2043594.27
2043485.53

EASTING
6755982.96
6756016.65
6756038.94
6756044.16
6755992.20
6756020.23
6755906.37
6755940.06
6755961.00
6755998.27

DESCRIPTION
CB6
CB1

SD AIR-GAP STRUCTURE
CB
CB5
CB4
CB7
CB2
CB3
SS MH

PRESSURE PIPE COORDINATE POINTS

POINT NUMBER
51 52
53 54
55 56
57 58
59 60

NORTHING
2043423.17
2043419.22
2043533.28
2043526.85
2043391.15
2043466.94
2043469.53
2043546.29
2043529.69
2043523.67

EASTING
6756051.57
6756055.51
6755961.22
6755967.64
6756055.49
6756007.90
6756005.32
6756023.53
6756040.17
6756034.16

CL ELEVATION
124.33
123.97
124.33
124.33
121.99
124.33
124.33
122.54
122.54
122.54

DESCRIPTION
16" X 6" TEE
16" 45° ELL
12" STUB
12" STUB
16" X 6" TEE
16" X 6" CROSS
16" X 6" TEE
10" 90° ELL
10" 90° ELL
10" 90° ELL

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
PROJECT NO. LAST SAVED BY:FILE NAME:

MED
HPG
DM
19C06
25 CIVIL

MISTY WOOD

COORDINATE POINTS
11843A1019C006.dwg
hgarcia 12/11/2024 3:31:15 PM Plot Date:

SCHEDULE ABBREVIATION LIST:

B:
ci:

CMU:

CONC:

EXPO:

F-1:

FACT FIN:

GYP:

HW:

MATL:

MTL DECK
N/A
NR:

PAMP:

PR:

REQ:

SEALER:

U-FACTOR:

WDECK:

WFRP:

INT CLR:

BUSINESS GROUP (2022, TITLE 24)

CONTINUOUS INSULATION

INTEGRALLY COLORED CONCRETE MASONRY UNIT, REFERENCE
SPECIFICATION SECTION 04220

CONCRETE

EXPOSED MATERIAL

FACTORY INDUSTRIAL GROUP, MODERATE HAZARD OCCUPANCY
(2022, TITLE 24)

FACTORY FINISH

GYPSUM WALL BOARD, REFERENCE SPECIFICATION SECTION
09250
HARDWARE GROUP, REFERENCE SPECIFICATION SECTION 08710

MATERIAL

METAL DECK PER STRUCTURAL DESIGN

NOT APPLICABLE

NOT REQUIRED
PERFORATED ACOUSTICAL METAL PANELS. SYSTEM SHALL EXTEND TO THE UNDERSIDE OF GYP CEILING. REFERENCE SPECIFICATION SECTION 09523
PAIR

REQUIRED
FLOOR COATING, REFERENCE SPECIFICATION SECTION 09960

THERMAL TRANSMITTANCE, IS THE COEFFICIENT OF HEAT

TRANSMISSION (AIR TO AIR) THROUGH A BUILDING COMPONENT OR

ASSEMBLY, EQUAL TO THE TIME RATE OF HEAT FLOW PER UNIT

AREA AND UNIT TEMPERATURE DIFFERENCE BETWEEN THE WARM
SIDE AND COLD SIDE AIR FILMS (2022, TITLE 24)

WOOD DECK PER STRUCTURAL DESIGN
STANDARD FRP WALL SYSTEM, SMOOTH FINISH, LIGHT GRAY S490N AS MANUFACTURED BY MARLITE OR EQUAL. FRP SHALL BE

INSTALLED AT THE PERIMETER (INTERIOR FACE) OF THE FOUR
RESTROOM WALLS, THE FRP WALL SYSTEM SHALL BE 4'H FROM
FINISH FLOOR.

INTEGRAL COLOR
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 2:30:32 PM
R:\d1341480\11843A1013A0801.rvt
13GA01

CAMPUS OAKS ASR WELL
BUILDING CODE ANALYSIS, AND SCHEDULES 26

ARCHITECTURAL
JCA
FVG
MEH
2022 CALIFORNIA BUILDING CODE, TITLE 24, PART 2, VOL.1 & 2 BUILDING NAME, ROOM #, & ROOM WITHIN
STRUCTURE CONST.

TYPE

OCCUPANCY

CLASSIFICATION
ALLOW.

STORIES/HEIGHT
ACTUAL

STORIES/HEIGHT
ALLOW.

AREA (EA.

FLOOR)
ACTUAL

FLOOR AREA
(EA. FLOOR)

OCCUPANT
LOAD
FACTOR
ACTUAL

OCCUPANT
LOAD
NO. OF EXITS

REQ/ PROVIDED

OCCUPANCY

SEPARATION
FIRE

SUPPRESSION

ACCESSIBILITY
ROOM # ROOM NAME
101 PUMP ROOM V-B F-1 1 STORIES/40 '-0" 1 STORY/14 '-0" 8,500 1,123 SF 300 4 1/1 NR NO *NR 102 RESTROOM V-B B 1 STORIES/40 '-0" 1 STORY/14 '-0" 9,000 65 SF 100 1 1/1 NR NO R 103 CHEMICAL ROOM V-B F-1 1 STORIES/40 '-0" 1 STORY/14 '-0" 8,500 501 SF 300 2 1/2 NR NO *NR 104 ELECTRICAL ROOM V-B F-1 1 STORIES/40 '-0" 1 STORY/14 '-0" 8,500 464 SF 300 2 2/2 NR NO *NR 2022 CALIFORNIA ENERGY CODE, TITLE 24, PART 6

ENVELOPE COMPONENT REQUIRED PROVIDED
ROOFS U-0.034 U-0.034
WALLS ABOVE GRADE, MASS LIGHT U-0.170 ci U-0.170 ci
SLAB ON GRADE FLOORS U-0.039 U-0.039
ROOF - STEEP SLOPE U-0.25 U-0.25
ROOF - STEEP SLOPE U-0.80 U-0.80
AIR BARRIER REQ **NR, PROCESS BUILDING
DOORS - SWINGING U-0.70 U-0.70
DOORS - NONSWINGING U-1.45 U-1.45
FIXED FENESTRATION U-0.34 U-0.34
OPERABLE FENESTRATION U-0.46 U-0.46
SKYLIGHTS - PLASTIC DOME U-0.88 U-0.88

DOOR & HARDWARE SCHEDULE
DOOR
NUMBER

POSITION

INT/EXT

DOOR FRAME DETAILS UL
LABEL
LOUVER
SIZE
CARD
READER
PANIC

HARDWARE

HARDWARE

WIDTH HEIGHT THICK GROUP TYPE
(AJ103/TYP) MATL FINISH WIDTH HEIGHT DEPTH TYPE(AJ100/TYP) MATL FINISH HEAD
(AJ105/TYP)
JAMB
(AJ107/TYP)
SILL
(AJ109/TYP)
101-1 EXT 8'-0" 10' - 0" 3/4" C STEEL FACT FIN - - - - STEEL FACT FIN AJ123/TYP AJ123/TYP AJ123/TYP NR - - - - 101-2 EXT 8'-0" 10' - 0" 3/4" C STEEL FACT FIN - - - - STEEL FACT FIN AJ123/TYP AJ123/TYP AJ123/TYP NR - - - - 101-3 EXT PR 3'-2" 7' - 10" 1 3/4" F STEEL COATING 6'-8" 7'-4" 5 3/4" R STEEL COATING C C E NR NR REQ REQ HW-1 102-1 INT 3'-0" 7' - 2" 1 3/4" F STEEL COATING 3'-4" 7'-4" 5 3/4" R STEEL COATING C C B NR NR NR NR HW-3 103-1 INT 3'-0" 7' - 2" 1 3/4" F STEEL COATING 3'-4" 7'-4" 5 3/4" R STEEL COATING C C B NR NR NR REQ HW-4 103-2 EXT 10'-0" 10' - 0" 3/4" C STEEL FACT FIN - - - - STEEL FACT FIN AJ123/TYP AJ123/TYP AJ123/TYP NR - - - - 103-3 EXT 3'-0" 7' - 2" 1 3/4" F STEEL COATING 3'-4" 7'-4" 5 3/4" R STEEL COATING C C E NR NR NR REQ HW-2 104-1 INT 3'-0" 7' - 2" 1 3/4" F STEEL COATING 3'-4" 7'-4" 5 3/4" R STEEL COATING C C B NR NR NR REQ HW-5 104-2 EXT PR 3'-2" 7' - 10" 1 3/4" F STEEL COATING 6'-8" 7'-4" 5 3/4" R STEEL COATING C C E NR NR NR REQ HW-1

BUILDING CODE ANALYSIS
CAMPUS OAKS ASR WELL - REFERENCE DRAWING 13A01

THERMAL EMITTANCE

AGED SOLAR REFLECTANCE

.

ROOF - STEEP SLOPE
TABLE 140.3-B, CHAPTER 5, 2022 CALIFORNIA ENERGY CODE, TITLE 24, PART 6 **REFERENCE BUILDING ENERGY ANALYSIS COMPLIANCE REPORT NRCC-PRF PREPARED BY GABLE ASSOCIATES LLC *MACHINERY SPACES VISITED ONLY BY SERVICE PERSONNEL FOR MAINTENANCE, REPAIR OR OCCASIONAL MONITORING OF EQUIPMENT SHALL NOT BE REQUIRED TO COMPLY WITH ADA ACCESSIBILITY (2022 CALIFORNIA TITLE 24).

ARCHITECTURAL SCHEDULES
CAMPUS OAKS ASR WELL - REFERENCE DRAWING 13A01

ROOM FINISH SCHEDULE
ROOM

NUMBER ROOM NAME FLOOR BASEMATL

NORTH EAST SOUTH WEST CEILING REMARKS

MATL FINISH MATL FINISH MATL FINISH MATL FINISH MATL FINISH MATL INT CLR FINISH 101 PUMP ROOM CONC SEALER N/A CMU INT CLR CMU INT CLR CMU INT CLR CMU INT CLR GYP ±14'-0" PAINTED PAMP - QUANTITY TO BE DETERMINED 102 RESTROOM CONC SEALER WFRP CMU INT CLR/WFRP CMU INT CLR/WFRP CMU INT CLR/WFRP CMU INT CLR/WFRP GYP ±8'-8" PAINTED - 103 CHEMICAL ROOM CONC SEALER N/A CMU INT CLR CMU INT CLR CMU INT CLR CMU INT CLR GYP ±12'-6" PAINTED - 104 ELECTRICAL ROOM CONC SEALER N/A CMU INT CLR CMU INT CLR CMU INT CLR CMU INT CLR GYP ±14'-0" PAINTED - CAMPUS OAKS ASR WELL - REFERENCE DRAWING 13A01

H F I O
ROOM NAME CHEMICAL HAZARD CLASS CAS NO. MANUFACTURER STORAGE EXEMPT QUANTITY

IBC OCCUPANCY

CLASSIFICATION

NFPA RATING

REMARKS

HAZARDOUS MATERIAL INVENTORY STATEMENT TABLE
A
ELECTRICAL ROOM SODIUM FLUORIDE N/A 7681-49-4 TO BE DETERMINED TO BE DETERMINED YES F-1 CHEMICAL ROOM SODIUM HYPOCHLORITE 12.5% CORROSIVE 7681-52-9 TO BE DETERMINED 2 - 1,000 GALLON DAY TANK (MAX) YES F-1 2 3
0 0
1 0
-
-
. .

.

.

.
.

ELECTRICAL ROOM
. PER TABLE 307.1(2) OF THE 2019 CBC-1,000 GALLONS .

STORAGE PERMITTED, WAIVER SUBMITTED TO PERMIT
EXPANSION OF 2,000 GALLONS AT FULL BUILD OUT
CAMPUS OAKS ASR WELL - REFERENCE DRAWING 13A01
T
T
SF -
OL -
OLF -
SPR -

PUMP ROOM
101
1,174
4 300
NO
SF -
OL -
OLF -
SPR -

CHEMICAL ROOM
103
501
2 300
NO
27'-7" 24'-0"
SF -
OL -
OLF -
SPR -

RESTROOM
102
66 1
100
NO
32'-1" 26'-0"
34'-10"
65'-8"
SF -
OL -
OLF -
SPR -

ELECTRICAL
ROOM
104
460
2 300
NO
FX
FXE
FXE
FX
FX

EXIT, REFERENCE ELECTRICAL DRAWINGS FOR

LOCATION OF ILLUMINATED SIGNS

FIRE EXTINGUISHER, TYPE AS INDICATED,
REFERENCE DETAIL AN400/TYP AND SPECIFICATION
SECTION 10520
FIRE RATED WALL: HOUR AS # INDICATES
EGRESS ABBREVIATION & SYMBOLS LIST:

X'-X"

MEANS OF EGRESS PATH OF TRAVEL

TRAVEL DIRECTION

TOTAL TRAVEL DISTANCE

COMMON PATH TERMINATION

PATH START / MOST REMOTE POINT
SF: SQUARE FEET
OL: OCCUPANT LOAD
OLF: OCCUPANT LOAD FACTOR
SPR: AUTOMATIC SPRINKLER
FX
FXE
NR: NOT REQUIRED
#
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 2:30:38 PM
R:\d1341480\11843A1013A0801.rvt
13GA02

CAMPUS OAKS ASR WELL
EGRESS PLAN 27

ARCHITECTURAL
JCA
FVG
MEH
SCALE:

PLAN A 1/4" = 1'-0"
EGRESS
T
T
FXE
FX
3' - 4" 6' - 8" 6' - 0" 2' - 8" 3' - 4" 3' - 4" 2' - 8" FX FX
90' - 0"
15' - 4" 8' - 0" 4' - 8"
28' - 0"
5' - 4" 8' - 0" 28' - 8" 6' - 8" 23' - 4" 10' - 0" 8' - 0" PUMP
ROOM
101

CHEMICAL
ROOM
103

ELECTRICAL
ROOM
104
FXE
104-2
102-1
101-1
101-2 101-3 103-2
1' - 4" 3' - 4" 8' - 0" 3' - 4" 1' - 0"
8' - 4"

RESTROOM
102
3 3
3 4 4
4 5 5
5 5
5 8
1 10
8' - 0"
2' - 0"
9 11
7 104-1
28' - 0"
90' - 0"
13A05
H
13A05 J
103-1
103-3
13A05
K
9' - 4" 3' - 4" 5' - 0"
12 6
1 1
12 2
2 10
8 8
11 14
14 14
13 2 14
15 13
GENERAL NOTES:

1. EXTERIOR FACE OF ALL CONCRETE MASONRY UNITS SHALL BE

FINISHED WITH WATER REPELLANT, REFERENCE SPECIFICATION
SECTION 07190.

2. FOR DOOR SCHEDULES AND ROOF FINISHES REFERENCE
SHEET 13GA01.

3. FOR EXTERIOR ENTRANCE PADS REFERENCE CIVIL DRAWINGS.

4. FOR RESTROOM ACCESSORY MOUNTING REFERENCE TYPICAL
DETAIL AN400/TYP AND SPECIFICATION SECTION 10810.

KEY NOTES:

1. 12" X 8" X 16" INTEGRALLY COLORED SMOOTH-FACE CONCRETE

MASONRY UNITS, COLOR AS SELECTED BY OWNER

2. 12" X 8" X 16" INTEGRALLY COLORED SPLIT-FACE CONCRETE

MASONRY UNITS, COLOR AS SELECTED BY OWNER

3. OVERHEAD COILING DOOR, REFERENCE SPECIFICATION SECTION 08332

4. GUARD POST AT EACH SIDE OF COILING DOOR, REFERENCE CIVIL

DRAWINGS

5. FIRE EXTINGUISHER, REFERENCE SPECIFICATION SECTION 10520 AND AN400/TYP

6. FOR EQUIPMENT PADS AND GRATING, REFERENCE STRUCTURAL

DRAWINGS

7. FOR EQUIPMENT REQUIREMENTS, REFERENCE ELECTRICAL

DRAWINGS

8. FOR EQUIPMENT REQUIREMENTS, REFERENCE MECHANICAL

DRAWINGS

9. 24"D x 34"H METAL LABORATORY BASE CABINETS, MOLDED EPOXY WORK SURFACE WITH 4" BACK SPLASH, AND UNDERMOUNTED

MOLDED EPOXY SINK WITH HOT AND COLD WATER SUPPLY PER

PLUMBING

10. PREFABRICATED ACOUSTICAL METAL PANELS, REFERENCE
SPECIFICATION SECTION 09523

11. HOLLOW METAL DOOR AND FRAME, REFERENCE SPECIFICATION SECTION 08110

12. FOR CONCRETE SPLASH BLOCK, REFERENCE TYPICAL DETAIL AG229/TYP

13. FOR HVAC UNIT, LOUVERS, AND EQUIPMENT, REFERENCE

MECHANICAL DRAWINGS

14. MASONRY CONTROL JOINT, REFERENCE STRUCTURAL DRAWINGS

15. 2" X 4" WOOD STUDS WITH 5/8" GYPSUM WALL BOARD
#
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 2:30:23 PM
R:\d1341480\11843A1013A0801.rvt
13A01

CAMPUS OAKS ASR WELL
FLOOR PLAN 28

ARCHITECTURAL
JCA
FVG
MEH
SCALE:

PLAN B 1/4" = 1'-0"
FLOOR
D 13A03
13A04
13A04
13A03
E
F
G
2' - 0" 28' - 0" 2' - 0"
32' - 0"
2' - 0" 90' - 0" 2' - 0"
94' - 0"

EXTENT OF WALL
BELOW
5 2
90' - 0"
2' - 0" 28' - 8" 28' - 8" 28' - 8" 2' - 0"
2' - 0" 25' - 8" 28' - 10" 29' - 6" 4' - 0" CL CL CL CL

CL CL CL CL
1 4
SLOPE

PER STRUCTURAL
SLOPE

PER STRUCTURAL
3 4' - 11" 7' - 0"
5' - 10" 7 '- 0"
M
13A05
L
13A05
SLOPE

PER STRUCTURAL
SLOPE

PER STRUCTURAL
GENERAL NOTES:

1. COORDINATE WITH STRUCTURAL DRAWINGS FOR SLOPE OF WOOD TRUSSES AND PLYWOOD DECKING REQUIREMENTS.

KEY NOTES:

1. STANDING SEAM METAL ROOF SYSTEM, REFERENCE SPECIFICATION SECTION 07415

2. ALUMINUM FASCIA, REFERENCE SPECIFICATION SECTION 07415

3. ROOF RIDGE, REFERENCE SPECIFICATION SECTION 07415

4. FOR GUTTER AND DOWNSPOUT, REFERENCE TYPICAL DETAIL
AG227/TYP

5. ROOF HATCH AND PREFABRICATED CURB, REFERENCE
SPECIFICATION SECTION 07722 AND AG170/TYP
#
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 2:30:25 PM
R:\d1341480\11843A1013A0801.rvt
13A02

CAMPUS OAKS ASR WELL
ROOF PLAN 29

ARCHITECTURAL
JCA
FVG
MEH
SCALE:

PLAN C 1/4" = 1'-0"
ROOF

TOP OF FINISH FLOOR
0"
10' - 0"
14' - 0"
10' - 0"10' - 0" 1' - 4"
2 1
3 3 4
4 PER STRUCTURAL
12 11

TOP OF MASONRY
PER STRUCTURAL 14' - 0"
7' - 4" 2' - 8"
13 5
6 10
9 7
8 8' - 0" 2' - 0"8' - 0"
14 14
22' - 0" 46' - 0" 22' - 0" 1 14' - 0"

TOP OF FINISH FLOOR

PER STRUCTURAL

TOP OF MASONRY

PER STRUCTURAL
2 1
7 12
11 10' - 0" 1' - 4"
2' - 8" 2' - 0"
13 6
5 10
9 7' - 4"
8' - 0"
1 GENERAL NOTES:

1. EXTERIOR FACE OF ALL CONCRETE MASONRY UNITS SHALL BE

FINISHED WITH WATER REPELLANT, REFERENCE SPECIFICATION
SECTION 07190.

2. FOR DOOR SCHEDULES AND ROOF FINISHES, REFERENCE
SHEET 13GA01.

3. FOR EXTERIOR ENTRANCE PADS, REFERENCE CIVIL DRAWINGS.

4. COORDINATE WITH STRUCTURAL DRAWINGS SLOPE OF WOOD
TRUSSES AND PLYWOOD DECKING REQUIREMENTS.

KEY NOTES:

1. 12" X 8" X 16" INTEGRALLY COLORED SMOOTH-FACE CONCRETE

MASONRY UNITS, COLOR AS SELECTED BY OWNER

2. 12" X 8" X 16" INTEGRALLY COLORED SPLIT-FACE CONCRETE

MASONRY UNITS, COLOR AS SELECTED BY OWNER

3. OVERHEAD COILING DOOR, REFERENCE SPECIFICATION SECTION 08332

4. GUARD POST AT EACH SIDE OF COILING DOOR, REFERENCE CIVIL

DRAWINGS

5. STANDING SEAM METAL ROOF SYSTEM, REFERENCE
SPECIFICATION SECTION 07415

6. FOR GUTTER AND DOWNSPOUT, REFERENCE TYPICAL DETAIL
AG227/TYP

7. FOR CONCRETE SPLASH BLOCK, REFERENCE TYPICAL DETAIL
AG229/TYP

8. ROOF HATCH PREFABRICATED CURB, REFERENCE SPECIFICATION SECTION 07722

9. ALUMINUM FASCIA, REFERENCE SPECIFICATION SECTION 07415

10. ALUMINUM SOFFIT, REFERENCE SPECIFICATION SECTION 07415

11. HOLLOW METAL DOOR AND FRAME, REFERENCE SPECIFICATION SECTION 08110

12. FOR EXTERIOR LIGHT FIXTURE, REFERENCE ELECTRICAL

DRAWINGS

13. FOR HVAC UNIT, LOUVERS, AND EQUIPMENT, REFERENCE

MECHANICAL DRAWINGS

14. MASONRY CONTROL JOINT, REFERENCE STRUCTURAL DRAWINGS #
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 2:30:29 PM
R:\d1341480\11843A1013A0801.rvt
13A03

CAMPUS OAKS ASR WELL
NORTH AND WEST ELEVATIONS 30

ARCHITECTURAL
JCA
FVG
MEH
SCALE:

ELEVATION
1/4" = 1'-0" 13A02
E
WEST
SCALE:

ELEVATION
1/4" = 1'-0" 13A02
D
NORTH

TOP OF FINISH FLOOR
PER STRUCTURAL0"
14' - 0"
6 1
2 7

TOP OF MASONRY
PER STRUCTURAL 14' - 0"
10 9
11 1' - 4" 10' - 0"
5 8" 9' - 4"
12 12 2' - 0" 2' - 0"
22' - 0" 46' - 0" 21' - 6"
1 TOP OF FINISH FLOOR
PER STRUCTURAL0"
10' - 0"
5 6
7 2
1 4 3

TOP OF MASONRY
PER STRUCTURAL 14' - 0"
14' - 0"
10 9
8 1' - 4" 10' - 0"
1 GENERAL NOTES:

1. EXTERIOR FACE OF ALL CONCRETE MASONRY UNITS SHALL BE

FINISHED WITH WATER REPELLANT, REFERENCE SPECIFICATION
SECTION 07190.

2. FOR DOOR SCHEDULES AND ROOF FINISHES, REFERENCE
SHEET 13GA01.

3. FOR EXTERIOR ENTRANCE PADS, REFERENCE CIVIL DRAWINGS.

4. COORDINATE WITH STRUCTURAL DRAWINGS SLOPE OF WOOD
TRUSSES AND PLYWOOD DECKING REQUIREMENTS.

KEY NOTES:

1. 12" X 8" X 16" INTEGRALLY COLORED SMOOTH-FACE CONCRETE

MASONRY UNITS, COLOR AS SELECTED BY OWNER

2. 12" X 8" X 16" INTEGRALLY COLORED SPLIT-FACE CONCRETE

MASONRY UNITS, COLOR AS SELECTED BY OWNER

3. OVERHEAD COILING DOOR, REFERENCE SPECIFICATION SECTION 08332

4. GUARD POST AT EACH SIDE OF COILING DOOR, REFERENCE CIVIL

DRAWINGS

5. STANDING SEAM METAL ROOF SYSTEM, REFERENCE
SPECIFICATION SECTION 07415

6. FOR GUTTER AND DOWNSPOUT, REFERENCE TYPICAL DETAIL
AG227/TYP

7. FOR CONCRETE SPLASH BLOCK, REFERENCE TYPICAL DETAIL
AG229/TYP

8. ROOF HATCH AND PREFABRICATED CURB, REFERENCE
SPECIFICATION SECTION 07722

9. ALUMINUM FASCIA, REFERENCE SPECIFICATION SECTION 07415

10. ALUMINUM SOFFIT, REFERENCE SPECIFICATION SECTION 07415

11. FOR HVAC UNIT, LOUVERS, AND EQUIPMENT, REFERENCE

MECHANICAL DRAWINGS

12. MASONRY CONTROL JOINT, REFERENCE STRUCTURAL DRAWINGS #
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 2:30:30 PM
R:\d1341480\11843A1013A0801.rvt
13A04

CAMPUS OAKS ASR WELL
SOUTH AND EAST ELEVATIONS 31

ARCHITECTURAL
JCA
FVG
MEH
SCALE:

ELEVATION
1/4" = 1'-0" 13A02
G
EAST
SCALE:

ELEVATION
1/4" = 1'-0" 13A02
F
SOUTH
4' - 0" 5' - 4"
4 3
7 2
3 4
1 1 1
Level 1
0' - 0"
Lower Plan
130' 130' -10 13/16" - 10 3/4"
Level 1
0' - 0"
Lower Plan
130' - 10 13/16"
5 5' - 4" 4' - 0"
4 4
1 5
6 3
1 2
9' - 4"
Level 1
0' - 0"
Lower Plan
130' 130' -10 13/16" - 10 3/4"
Level 1
0' - 0"
Lower Plan
130' - 10 13/16"
5 6
5 4 3
1 2
1 2' - 6" 1' - 10" 2' - 10"
6 GENERAL NOTES:

1. FOR RESTROOM ACCESSORY MOUNTING, REFERENCE TYPICAL
DETAIL AN100/TYP.

2. FOR LAB CABINETS REFER TO SPECIFICATION SECTION.

3. FOR RESTROOM ACCESSORIES, REFERENCE SPECIFICATION
SECTION 10810.

4. FOR PLUMBING SYSTEMS, REFERENCE SPECIFICATION
SECTION 15400.

KEY NOTES:

1. 12" X 8" X 16" INTEGRALLY COLORED SMOOTH-FACE CONCRETE

MASONRY UNITS, COLOR AS SELECTED BY OWNER

2. 12" X 8" X 16" INTEGRALLY COLORED SPLIT-FACE CONCRETE

MASONRY UNITS, COLOR AS SELECTED BY OWNER

3. 4'-0" H MIN. FRP WALL SYSTEM, SMOOTH FINISH, LIGHT GRAY S490N COLOR AS MANUFACTURED BY MARLITE OR EQUAL. SYSTEM SHALL

BE INSTALLED AT THE BASE OF ALL THE RESTROOM WALLS

4. WOOD STUDS PER STRUCTURAL, 5/8" TYPE X FIRE RATED GYPSUM

WALLBOARD EACH SIDE

5. 2" X 4" WOOD STUDS WITH 5/8" GYPSUM WALL BOARD

6. 2" X 6" FIRE RETARDANT WOOD STUDS AT 12 0.C. MAX WITH 5/8"

TYPE X GYPSUM BOARD, TEXTURED AND PAINTED PER

SPECIFICATIONS
#

1. FLOOR MOUNTED WATER CLOSET

2. SURFACE MOUNTED ADA LAVATORY

3. ADA MIRROR

4. GRAB BARS

5. SURFACE MOUNTED TOILET PAPER HOLDER

6. SURFACE MOUNTED PAPER TOWEL DISPENSER AND RECEPTACLE

7. SURFACE MOUNTED LIQUID SOAP DISPENSER

1. 1" THICK MOLDED EPOXY WORK SURFACE

2. 4"H MOLDED EPOXY BACK SPLASH

3. 18"W x 24"D x 34"H METAL LABORATORY BASE CABINET WITH FOUR

DRAWERS

4. 30"W x 24"D x 24"H METAL LABORATORY BASE CABINET WITH

UNDERMOUNTED MOLDED EPOXY SINK, REFERENCE
SPECIFICATION SECTION 15400 FOR FAUCET WITH HOT AND COLD

WATER SUPPLY

5. 48"W x 24"D x 34"H DOUBLE DOOR METAL LABORATORY BASE

CABINET

6. 48"W x 14"D x 30"H DOUBLE DOOR METAL LABORATORY WALL

MOUNTED CABINET WITH TWO SHELVES
# RESTROOM AND ANALYSIS AREA SCHEDULE
# CABINETRY SCHEDULE

STANDING SEAM ROOF SYSTEM

NAILABLE BASE AS REQUIRED

BY MANUFACTURER

INSULATION
U - .034

REFERENCE STRUCTURAL

DRAWINGS FOR SHEATHING
GUTTER

FASCIA, PER ROOFING

MANUFACTURER

FINISH SOFFIT PANEL

FLUSH JOINT,

PER ROOFING MFR

DOWNSPOUT

CONCRETE MASONRY UNIT

STRUCTURAL TRUSSES,

REFER TO STRUCTURAL

DRAWINGS
5/8" GYPSUM WALLBOARD
2X WOOD BLOCKING

WOOD TRIM WITH

CAULKING
2X WOOD BLOCKING

FOR SOFFIT SUPPORT

STANDARD CMU

FASCIA BEYOND

WOOD NAILER

STANDING SEAM METAL ROOF SYSTEM

NAILABLE BASE AS REQUIRED

BY MANUFACTURER

INSULATION
U - 0.34

REFERENCE STRUCTURAL

DRAWINGS FOR SHEATHING

FASCIA, PER ROOFING MFR

SOFFIT PANEL FLUSH JOINT,

PER ROOFING MFR

CONCRETE MASONRY UNIT
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 2:30:32 PM
R:\d1341480\11843A1013A0801.rvt
13A05

CAMPUS OAKS ASR WELL
INTERIOR ELEVATIONS 32

ARCHITECTURAL
JCA
FVG
MEH
SCALE:

ELEVATION
1/2" = 1'-0" 13A01
H
SCALE:

ELEVATION
1/2" = 1'-0" 13A01
J
SCALE:

ELEVATION
1/2" = 1'-0" 13A01
K
SCALE:

SECTION
3/4" = 1'-0" 13A02
L
SCALE:

SECTION
3/4" = 1'-0" 13A02
M
SCHEDULE ABBREVIATION LIST:

B:
ci:

CMU:

CONC:

EXPO:

F-1:

FACT FIN:

GYP:

HW:

MATL:

MTL DECK
N/A
NR:

PAMP:

PR:

REQ:

SEALER:

U-FACTOR:

WDECK:

WFRP:

INT CLR:

BUSINESS GROUP (2022, TITLE 24)

CONTINUOUS INSULATION

INTEGRALLY COLORED CONCRETE MASONRY UNIT, REFERENCE
SPECIFICATION SECTION 04220

CONCRETE

EXPOSED MATERIAL

FACTORY INDUSTRIAL GROUP, MODERATE HAZARD OCCUPANCY
(2022, TITLE 24)

FACTORY FINISH

GYPSUM WALL BOARD, REFERENCE SPECIFICATION SECTION
09250
HARDWARE GROUP, REFERENCE SPECIFICATION SECTION 08710

MATERIAL

METAL DECK PER STRUCTURAL DESIGN

NOT APPLICABLE

NOT REQUIRED
PERFORATED ACOUSTICAL METAL PANELS. SYSTEM SHALL EXTEND TO THE UNDERSIDE OF GYP CEILING. REFERENCE SPECIFICATION SECTION 09523
PAIR

REQUIRED
FLOOR COATING, REFERENCE SPECIFICATION SECTION 09960

THERMAL TRANSMITTANCE, IS THE COEFFICIENT OF HEAT

TRANSMISSION (AIR TO AIR) THROUGH A BUILDING COMPONENT OR

ASSEMBLY, EQUAL TO THE TIME RATE OF HEAT FLOW PER UNIT

AREA AND UNIT TEMPERATURE DIFFERENCE BETWEEN THE WARM
SIDE AND COLD SIDE AIR FILMS (2022, TITLE 24)

WOOD DECK PER STRUCTURAL DESIGN
STANDARD FRP WALL SYSTEM, SMOOTH FINISH, LIGHT GRAY S490N AS MANUFACTURED BY MARLITE OR EQUAL. FRP SHALL BE

INSTALLED AT THE PERIMETER (INTERIOR FACE) OF THE FOUR
RESTROOM WALLS, THE FRP WALL SYSTEM SHALL BE 4'H FROM
FINISH FLOOR.

INTEGRAL COLOR
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 2:41:29 PM
R:\d1341480\11843A1019A0801.rvt
19GA01

MISTY WOODS ASR WELL
BUILDING CODE ANALYSIS, AND SCHEDULES 33

ARCHITECTURAL
JCA
FVG
MEH
2022 CALIFORNIA BUILDING CODE, TITLE 24, PART 2, VOL.1 & 2 BUILDING NAME, ROOM #, & ROOM WITHIN
STRUCTURE CONST.

TYPE

OCCUPANCY

CLASSIFICATION
ALLOW.

STORIES/HEIGHT
ACTUAL

STORIES/HEIGHT
ALLOW.

AREA (EA.

FLOOR)
ACTUAL

FLOOR AREA
(EA. FLOOR)

OCCUPANT
LOAD
FACTOR
ACTUAL

OCCUPANT
LOAD
NO. OF EXITS

REQ/PROVIDED

OCCUPANCY

SEPARATION
FIRE

SUPPRESSION

ACCESSIBILITY
ROOM # ROOM NAME
101 PUMP ROOM V-B F-1 1 STORIES/40 '-0" 1 STORY/14 '-0" 8,500 1,123 SF 300 4 1/1 NR NO *NR 102 RESTROOM V-B B 1 STORIES/40 '-0" 1 STORY/14 '-0" 9,000 65 SF 100 1 1/1 NR NO R 103 CHEMICAL ROOM V-B F-1 1 STORIES/40 '-0" 1 STORY/14 '-0" 8,500 501 SF 300 2 1/2 NR NO *NR 104 ELECTRICAL ROOM V-B F-1 1 STORIES/40 '-0" 1 STORY/14 '-0" 8,500 464 SF 300 2 2/2 NR NO *NR 2022 CALIFORNIA ENERGY CODE, TITLE 24, PART 6

ENVELOPE COMPONENT REQUIRED PROVIDED
ROOFS U-0.034 U-0.034
WALLS ABOVE GRADE, MASS LIGHT U-0.170 ci U-0.170 ci
SLAB ON GRADE FLOORS U-0.039 U-0.039
ROOF - STEEP SLOPE U-0.25 U-0.25
ROOF - STEEP SLOPE U-0.80 U-0.80
AIR BARRIER REQ **NR, PROCESS BUILDING
DOORS - SWINGING U-0.70 U-0.70
DOORS - NONSWINGING U-1.45 U-1.45
FIXED FENESTRATION U-0.34 U-0.34
OPERABLE FENESTRATION U-0.46 U-0.46
SKYLIGHTS - PLASTIC DOME U-0.88 U-0.88

DOOR & HARDWARE SCHEDULE
DOOR
NUMBER

POSITION

INT/EXT

DOOR FRAME DETAILS UL
LABEL
LOUVER
SIZE
CARD
READER
PANIC

HARDWARE

HARDWARE

WIDTH HEIGHT THICK GROUP TYPE
(AJ103/TYP) MATL FINISH WIDTH HEIGHT DEPTH TYPE(AJ100/TYP) MATL FINISH HEAD
(AJ105/TYP)
JAMB
(AJ107/TYP)
SILL
(AJ109/TYP)
101-1 EXT 8'-0" 10' - 0" 3/4" C STEEL FACT FIN - - - - STEEL FACT FIN AJ123/TYP AJ123/TYP AJ123/TYP NR - - - - 101-2 EXT 8'-0" 10' - 0" 3/4" C STEEL FACT FIN - - - - STEEL FACT FIN AJ123/TYP AJ123/TYP AJ123/TYP NR - - - - 101-3 EXT PR 3'-2" 7' - 10" 1 3/4" F STEEL COATING 6'-8" 7'-4" 5 3/4" R STEEL COATING C C E NR NR REQ REQ HW-1 102-1 INT 3'-0" 7' - 2" 1 3/4" F STEEL COATING 3'-4" 7'-4" 5 3/4" R STEEL COATING C C B NR NR NR NR HW-3 103-1 INT 3'-0" 7' - 2" 1 3/4" F STEEL COATING 3'-4" 7'-4" 5 3/4" R STEEL COATING C C B NR NR NR REQ HW-4 103-2 EXT 10'-0" 10' - 0" 3/4" C STEEL FACT FIN - - - - STEEL FACT FIN AJ123/TYP AJ123/TYP AJ123/TYP NR - - - - 103-3 EXT 3'-0" 7' - 2" 1 3/4" F STEEL COATING 3'-4" 7'-4" 5 3/4" R STEEL COATING C C E NR NR NR REQ HW-2 104-1 INT 3'-0" 7' - 2" 1 3/4" F STEEL COATING 3'-4" 7'-4" 5 3/4" R STEEL COATING C C B NR NR NR REQ HW-5 104-2 EXT PR 3'-2" 7' - 10" 1 3/4" F STEEL COATING 6'-8" 7'-4" 5 3/4" R STEEL COATING C C E NR NR NR REQ HW-1

BUILDING CODE ANALYSIS
MISTY WOODS ASR WELL - REFERENCE DRAWING 19A01

THERMAL EMITTANCE

AGED SOLAR REFLECTANCE

.

ROOF - STEEP SLOPE
TABLE 140.3-B, CHAPTER 5, 2022 CALIFORNIA ENERGY CODE, TITLE 24, PART 6 **REFERENCE BUILDING ENERGY ANALYSIS COMPLIANCE REPORT NRCC-PRF PREPARED BY GABLE ASSOCIATES LLC *MACHINERY SPACES VISITED ONLY BY SERVICE PERSONNEL FOR MAINTENANCE, REPAIR OR OCCASIONAL MONITORING OF EQUIPMENT SHALL NOT BE REQUIRED TO COMPLY WITH ADA ACCESSIBILITY (2022 CALIFORNIA TITLE 24).

ARCHITECTURAL SCHEDULES
MISTY WOODS ASR WELL - REFERENCE DRAWING 19A01

ROOM FINISH SCHEDULE
ROOM

NUMBER ROOM NAME FLOOR BASEMATL

NORTH EAST SOUTH WEST CEILING REMARKS

MATL FINISH MATL FINISH MATL FINISH MATL FINISH MATL FINISH MATL INT CLR FINISH 101 PUMP ROOM CONC SEALER N/A CMU INT CLR CMU INT CLR CMU INT CLR CMU INT CLR GYP ±14'-0" PAINTED PAMP - QUANTITY TO BE

DETERMINED
102 RESTROOM CONC SEALER WFRP CMU INT CLR/WFRP CMU INT CLR/WFRP CMU INT CLR/WFRP CMU INT CLR/WFRP GYP ±8'-8" PAINTED - 103 CHEMICAL ROOM CONC SEALER N/A CMU INT CLR CMU INT CLR CMU INT CLR CMU INT CLR GYP ±12'-6" PAINTED - 104 ELECTRICAL ROOM CONC SEALER N/A CMU INT CLR CMU INT CLR CMU INT CLR CMU INT CLR GYP ±14'-0" PAINTED - MISTY WOODS ASR WELL - REFERENCE DRAWING 19A01

H F I O
ROOM NAME CHEMICAL HAZARD CLASS CAS NO. MANUFACTURER STORAGE EXEMPT QUANTITY

IBC OCCUPANCY

CLASSIFICATION

NFPA RATING

REMARKS

HAZARDOUS MATERIAL INVENTORY STATEMENT TABLE
A
ELECTRICAL ROOM SODIUM FLUORIDE N/A 7681-49-4 TO BE DETERMINED TO BE DETERMINED YES F-1 CHEMICAL ROOM SODIUM HYPOCHLORITE 12.5% CORROSIVE 7681-52-9 TO BE DETERMINED 2 - 1,000 GALLON DAY TANK (MAX) YES F-1 2 3
0 0
1 0
-
-
. .

.

.

.
.

ELECTRICAL ROOM
. PER TABLE 307.1(2) OF THE 2019 CBC-1,000 GALLONS .

STORAGE PERMITTED, WAIVER SUBMITTED TO PERMIT
EXPANSION OF 2,000 GALLONS AT FULL BUILD OUT
MISTY WOODS ASR WELL - REFERENCE DRAWING 19A01
T
T
SF -
OL -
OLF -
SPR -

PUMP ROOM
101
1,174
4 300
NO
SF -
OL -
OLF -
SPR -

CHEMICAL ROOM
103
501
2 300
NO
27'-7" 24'-0"
SF -
OL -
OLF -
SPR -

RESTROOM
102
66 1
100
NO
32'-1" 26'-0"
34'-10"
65'-8"
SF -
OL -
OLF -
SPR -

ELECTRICAL
ROOM
104
460
2 300
NO
FX
FXE
FXE
FX
FX

EXIT, REFERENCE ELECTRICAL DRAWINGS FOR

LOCATION OF ILLUMINATED SIGNS

FIRE EXTINGUISHER, TYPE AS INDICATED,
REFERENCE DETAIL AN400/TYP AND SPECIFICATION
SECTION 10520
FIRE RATED WALL: HOUR AS # INDICATES
EGRESS ABBREVIATION & SYMBOLS LIST:

X'-X"

MEANS OF EGRESS PATH OF TRAVEL

TRAVEL DIRECTION

TOTAL TRAVEL DISTANCE

COMMON PATH TERMINATION

PATH START / MOST REMOTE POINT
SF: SQUARE FEET
OL: OCCUPANT LOAD
OLF: OCCUPANT LOAD FACTOR
SPR: AUTOMATIC SPRINKLER
FX
FXE
NR: NOT REQUIRED
#
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 2:41:34 PM
R:\d1341480\11843A1019A0801.rvt
19GA02

MISTY WOODS ASR WELL
EGRESS PLAN 34

ARCHITECTURAL
JCA
FVG
MEH
SCALE:

PLAN A 1/4" = 1'-0"
EGRESS
T
T
FXE
FX
3' - 4" 6' - 8" 6' - 0" 2' - 8" 3' - 4" 3' - 4" 2' - 8" FX FX
90' - 0"
15' - 4" 8' - 0" 4' - 8"
28' - 0"
5' - 4" 8' - 0" 28' - 8" 6' - 8" 23' - 4" 10' - 0" 8' - 0" PUMP
ROOM
101

CHEMICAL
ROOM
103

ELECTRICAL
ROOM
104
FXE
104-2
102-1
101-1
101-2 101-3 103-2
1' - 4" 3' - 4" 8' - 0" 3' - 4" 1' - 0"
8' - 4"

RESTROOM
102
3 3
3 4 4
4 5 5
5 5
5 8
1 10
8' - 0"
2' - 0"
9 11
7 104-1
28' - 0"
90' - 0"
19A05
H
19A05 J
103-1
103-3
19A05
K
9' - 4" 3' - 4" 5' - 0"
12 6
1 1
12 2
2 13
14 14 14
14 8
8 11
2 15
13 GENERAL NOTES:

1. EXTERIOR FACE OF ALL CONCRETE MASONRY UNITS SHALL BE

FINISHED WITH WATER REPELLANT, REFERENCE SPECIFICATION
SECTION 07190.

2. FOR DOOR SCHEDULES AND ROOF FINISHES REFERENCE
SHEET 19GA01.

3. FOR EXTERIOR ENTRANCE PADS REFERENCE CIVIL DRAWINGS.

4. FOR RESTROOM ACCESSORY MOUNTING REFERENCE TYPICAL
DETAIL AN400/TYP AND SPECIFICATION SECTION 10810.

KEY NOTES:

1. 12" X 8" X 16" INTEGRALLY COLORED SMOOTH-FACE CONCRETE

MASONRY UNITS, COLOR AS SELECTED BY OWNER

2. 12" X 8" X 16" INTEGRALLY COLORED SPLIT-FACE CONCRETE

MASONRY UNITS, COLOR AS SELECTED BY OWNER

3. OVERHEAD COILING DOOR, REFERENCE SPECIFICATION SECTION 08332

4. GUARD POST AT EACH SIDE OF COILING DOOR, REFERENCE CIVIL

DRAWINGS

5. FIRE EXTINGUISHER, REFERENCE SPECIFICATION SECTION 10520 AND AN400/TYP

6. FOR EQUIPMENT PADS AND GRATING, REFERENCE STRUCTURAL

DRAWINGS

7. FOR EQUIPMENT REQUIREMENTS, REFERENCE ELECTRICAL

DRAWINGS

8. FOR EQUIPMENT REQUIREMENTS, REFERENCE MECHANICAL

DRAWINGS

9. 24"D x 34"H METAL LABORATORY BASE CABINETS, MOLDED EPOXY WORK SURFACE WITH 4" BACK SPLASH, AND UNDERMOUNTED

MOLDED EPOXY SINK WITH HOT AND COLD WATER SUPPLY PER

PLUMBING

10. PREFABRICATED ACOUSTICAL METAL PANELS, REFERENCE
SPECIFICATION SECTION 09523

11. HOLLOW METAL DOOR AND FRAME, REFERENCE SPECIFICATION SECTION 08110

12. FOR CONCRETE SPLASH BLOCK, REFERENCE TYPICAL DETAIL AG229/TYP

13. FOR HVAC UNIT, LOUVERS, AND EQUIPMENT, REFERENCE

MECHANICAL DRAWINGS

14. MASONRY CONTROL JOINT, REFERENCE STRUCTURAL DRAWINGS

15. 2" X 4" WOOD STUDS WITH 5/8" GYPSUM WALL BOARD
#
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 2:41:19 PM
R:\d1341480\11843A1019A0801.rvt
19A01

MISTY WOODS ASR WELL
FLOOR PLAN 35

ARCHITECTURAL
JCA
FVG
MEH
SCALE:

PLAN B 1/4" = 1'-0"
FLOOR
D 19A03
19A04
19A04
19A03
E
F
G
2' - 0" 28' - 0" 2' - 0"
32' - 0"
2' - 0" 90' - 0" 2' - 0"
94' - 0"

EXTENT OF WALL
BELOW
5 2
90' - 0"
2' - 0" 28' - 8" 28' - 8" 28' - 8" 2' - 0"
2' - 0" 25' - 8" 28' - 10" 29' - 6" 4' - 0" CL CL CL CL

CL CL CL CL
1 4
SLOPE

PER STRUCTURAL
SLOPE

PER STRUCTURAL
3 4' - 11" 7' - 0"
5' - 10" 7 '- 0"
M
19A05
L
19A05
SLOPE

PER STRUCTURAL
SLOPE

PER STRUCTURAL
GENERAL NOTES:

1. COORDINATE WITH STRUCTURAL DRAWINGS FOR SLOPE OF WOOD TRUSSES AND PLYWOOD DECKING REQUIREMENTS.

KEY NOTES:

1. STANDING SEAM METAL ROOF SYSTEM, REFERENCE SPECIFICATION SECTION 07415

2. ALUMINUM FASCIA, REFERENCE SPECIFICATION SECTION 07415

3. ROOF RIDGE, REFERENCE SPECIFICATION SECTION 07415

4. FOR GUTTER AND DOWNSPOUT, REFERENCE TYPICAL DETAIL
AG227/TYP

5. ROOF HATCH AND PREFABRICATED CURB, REFERENCE
SPECIFICATION SECTION 07722 AND AG170/TYP
#
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 2:41:21 PM
R:\d1341480\11843A1019A0801.rvt
19A02

MISTY WOODS ASR WELL
ROOF PLAN 36

ARCHITECTURAL
JCA
FVG
MEH
SCALE:

PLAN C 1/4" = 1'-0"
ROOF

TOP OF FINISH FLOOR
0"
10' - 0"
14' - 0"
10' - 0"10' - 0" 1' - 4"
2 1 3
3 4
4 PER STRUCTURAL
12 11

TOP OF MASONRY
PER STRUCTURAL 14' - 0"
7' - 4" 2' - 8"
13 5
6 10
9 7
8 8' - 0" 2' - 0"8' - 0"
14 14
22' - 0" 46' - 0" 22' - 0"
1 14' - 0"

TOP OF FINISH FLOOR

PER STRUCTURAL

TOP OF MASONRY

PER STRUCTURAL
2 1
7 12
11 10' - 0" 1' - 4"
2' - 8" 2' - 0"
13 6
5 10
9 7' - 4"
1 8' - 0"
GENERAL NOTES:

1. EXTERIOR FACE OF ALL CONCRETE MASONRY UNITS SHALL BE

FINISHED WITH WATER REPELLANT, REFERENCE SPECIFICATION
SECTION 07190.

2. FOR DOOR SCHEDULES AND ROOF FINISHES, REFERENCE
SHEET 19GA01.

3. FOR EXTERIOR ENTRANCE PADS, REFERENCE CIVIL DRAWINGS.

4. COORDINATE WITH STRUCTURAL DRAWINGS SLOPE OF WOOD
TRUSSES AND PLYWOOD DECKING REQUIREMENTS.

KEY NOTES:

1. 12" X 8" X 16" INTEGRALLY COLORED SMOOTH-FACE CONCRETE

MASONRY UNITS, COLOR AS SELECTED BY OWNER

2. 12" X 8" X 16" INTEGRALLY COLORED SPLIT-FACE CONCRETE

MASONRY UNITS, COLOR AS SELECTED BY OWNER

3. OVERHEAD COILING DOOR, REFERENCE SPECIFICATION SECTION 08332

4. GUARD POST AT EACH SIDE OF COILING DOOR, REFERENCE CIVIL

DRAWINGS

5. STANDING SEAM METAL ROOF SYSTEM, REFERENCE
SPECIFICATION SECTION 07415

6. FOR GUTTER AND DOWNSPOUT, REFERENCE TYPICAL DETAIL
AG227/TYP

7. FOR CONCRETE SPLASH BLOCK, REFERENCE TYPICAL DETAIL
AG229/TYP

8. ROOF HATCH AND PREFABRICATED CURB, REFERENCE
SPECIFICATION SECTION 07722

9. ALUMINUM FASCIA, REFERENCE SPECIFICATION SECTION 07415

10. ALUMINUM SOFFIT, REFERENCE SPECIFICATION SECTION 07415

11. HOLLOW METAL DOOR AND FRAME, REFERENCE SPECIFICATION SECTION 08110

12. FOR EXTERIOR LIGHT FIXTURE, REFERENCE ELECTRICAL

DRAWINGS

13. FOR HVAC UNIT, LOUVERS, AND EQUIPMENT, REFERENCE

MECHANICAL DRAWINGS

14. MASONRY CONTROL JOINT, REFERENCE STRUCTURAL DRAWINGS #
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 2:41:25 PM
R:\d1341480\11843A1019A0801.rvt
19A03

MISTY WOODS ASR WELL
NORTH AND EAST ELEVATIONS 37

ARCHITECTURAL
JCA
FVG
MEH
SCALE:

ELEVATION
1/4" = 1'-0" 19A02
E

NORTHEAST
SCALE:

ELEVATION
1/4" = 1'-0" 19A02
D

SOUTHEAST

TOP OF FINISH FLOOR
PER STRUCTURAL0"
14' - 0"
6 1
2 7

TOP OF MASONRY
PER STRUCTURAL 14' - 0"
10 9
11 1' - 4" 10' - 0"
5 8" 9' - 4"
12 12
22' - 0" 46' - 0" 22' - 0" 2' - 0" 2' - 0"
1 TOP OF FINISH FLOOR
PER STRUCTURAL0"
10' - 0"
5 6
7 2
1 4 3

TOP OF MASONRY
PER STRUCTURAL 14' - 0"
14' - 0"
10 9
8 1' - 4" 10' - 0"
1 GENERAL NOTES:

1. EXTERIOR FACE OF ALL CONCRETE MASONRY UNITS SHALL BE

FINISHED WITH WATER REPELLANT, REFERENCE SPECIFICATION
SECTION 07190.

2. FOR DOOR SCHEDULES AND ROOF FINISHES, REFERENCE
SHEET 19GA01.

3. FOR EXTERIOR ENTRANCE PADS, REFERENCE CIVIL DRAWINGS.

4. COORDINATE WITH STRUCTURAL DRAWINGS SLOPE OF WOOD
TRUSSES AND PLYWOOD DECKING REQUIREMENTS.

KEY NOTES:

1. 12" X 8" X 16" INTEGRALLY COLORED SMOOTH-FACE CONCRETE

MASONRY UNITS, COLOR AS SELECTED BY OWNER

2. 12" X 8" X 16" INTEGRALLY COLORED SPLIT-FACE CONCRETE

MASONRY UNITS, COLOR AS SELECTED BY OWNER

3. OVERHEAD COILING DOOR, REFERENCE SPECIFICATION SECTION 08332

4. GUARD POST AT EACH SIDE OF COILING DOOR, REFERENCE CIVIL

DRAWINGS

5. STANDING SEAM METAL ROOF SYSTEM, REFERENCE
SPECIFICATION SECTION 07415

6. FOR GUTTER AND DOWNSPOUT, REFERENCE TYPICAL DETAIL
AG227/TYP

7. FOR CONCRETE SPLASH BLOCK, REFERENCE TYPICAL DETAIL
AG229/TYP

8. ROOF HATCH AND PREFABRICATED CURB, REFERENCE
SPECIFICATION SECTION 07722

9. ALUMINUM FASCIA, REFERENCE SPECIFICATION SECTION 07415

10. ALUMINUM SOFFIT, REFERENCE SPECIFICATION SECTION 07415

11. FOR HVAC UNIT, LOUVERS, AND EQUIPMENT, REFERENCE

MECHANICAL DRAWINGS

12. MASONRY CONTROL JOINT, REFERENCE STRUCTURAL DRAWINGS #
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 2:41:27 PM
R:\d1341480\11843A1019A0801.rvt
19A04

MISTY WOODS ASR WELL
SOUTH AND WEST ELEVATIONS 38

ARCHITECTURAL
JCA
FVG
MEH
SCALE:

ELEVATION
1/4" = 1'-0" 19A02
G

SOUTHWEST
SCALE:

ELEVATION
1/4" = 1'-0" 19A02
F

NORTHWEST
4' - 0" 5' - 4"
4 3
7 2
3 4
1 1 1
Lower Plan
130'-10 13/16" 131' - 6"
Level 1
0' - 0"
Lower Plan
100'
Level 1
0'
Lower Plan
131' 6"
5 5' - 4" 4' - 0"
4 4
1 5
6 3
1 2
9' - 4"
Lower Plan
130'-10 13/16" 131' - 6"
Level 1
0' - 0"
Lower Plan
100'
Level 1
0'
Lower Plan
131' 6"
5 6
5 4 3
1 2
1 2' - 6" 1' - 10" 2' - 10"
Lower Plan
131' - 6"
Top Of Wall
145' - 6"
Lower Plan
130'-10 13/16"
Top Of Wall
144'-10 13/16"
Lower Plan
100' - 0"
Top Of Wall
114' - 0"
Level 1
0' - 0"
Lower Plan
131' 6"
Top Of Wall
144' - 10"
6 GENERAL NOTES:

1. FOR RESTROOM ACCESSORY MOUNTING, REFERENCE TYPICAL
DETAIL AN100/TYP.

2. FOR LAB CABINETS REFER TO SPECIFICATION SECTION.

3. FOR RESTROOM ACCESSORIES, REFERENCE SPECIFICATION
SECTION 10810.

4. FOR PLUMBING SYSTEMS, REFERENCE SPECIFICATION
SECTION 15400.

KEY NOTES:

1. 12" X 8" X 16" INTEGRALLY COLORED SMOOTH-FACE CONCRETE

MASONRY UNITS, COLOR AS SELECTED BY OWNER

2. 12" X 8" X 16" INTEGRALLY COLORED SPLIT-FACE CONCRETE

MASONRY UNITS, COLOR AS SELECTED BY OWNER

3. 4'-0" H MIN. FRP WALL SYSTEM, SMOOTH FINISH, LIGHT GRAY S490N COLOR AS MANUFACTURED BY MARLITE OR EQUAL. SYSTEM SHALL

BE INSTALLED AT THE BASE OF ALL THE RESTROOM WALLS

4. WOOD STUDS PER STRUCTURALLY, 5/8" TYPE X FIRE RATED

GYPSUM WALLBOARD EACH SIDE

5. 2" X 4" WOOD STUDS WITH 5/8" GYPSUM WALL BOARD

6. 2" X 6" FIRE RETARDANT WOOD STUDS AT 12 O.C. MAX WITH 5/8"

TYPE X GYPSUM BOARD, TEXTURED AND PAINTED PER

SPECIFICATIONS
#

1. FLOOR MOUNTED WATER CLOSET

2. SURFACE MOUNTED ADA LAVATORY

3. ADA MIRROR

4. GRAB BARS

5. SURFACE MOUNTED TOILET PAPER HOLDER

6. SURFACE MOUNTED PAPER TOWEL DISPENSER AND RECEPTACLE

7. SURFACE MOUNTED LIQUID SOAP DISPENSER

1. 1" THICK MOLDED EPOXY WORK SURFACE

2. 4"H MOLDED EPOXY BACK SPLASH

3. 18"W x 24"D x 34"H METAL LABORATORY BASE CABINET WITH FOUR

DRAWERS

4. 30"W x 24"D x 24"H METAL LABORATORY BASE CABINET WITH

UNDERMOUNTED MOLDED EPOXY SINK, REFERENCE
SPECIFICATION SECTION 15400 FOR FAUCET WITH HOT AND COLD

WATER SUPPLY

5. 48"W x 24"D x 34"H DOUBLE DOOR METAL LABORATORY BASE

CABINET

6. 48"W x 14"D x 30"H DOUBLE DOOR METAL LABORATORY WALL

MOUNTED CABINET WITH TWO SHELVES
# RESTROOM AND ANALYSIS AREA SCHEDULE
# CABINETRY SCHEDULE

STANDING SEAM ROOF SYSTEM

NAILABLE BASE AS REQUIRED

BY MANUFACTURER

REFERENCE STRUCTURAL

DRAWINGS FOR SHEATHING
GUTTER

FASCIA, PER ROOFING

MANUFACTURER

FINISH SOFFIT PANEL

FLUSH JOINT,

PER ROOFING MFR

DOWNSPOUT

CONCRETE MASONRY UNIT

STRUCTURAL TRUSSES,

REFER TO STRUCTURAL

DRAWINGS
5/8" GYPSUM WALLBOARD
2X WOOD BLOCKING

WOOD TRIM WITH

CAULKING
2X WOOD BLOCKING

FOR SOFFIT SUPPORT

INSULATION
U - .034

STANDARD CMU

FASCIA BEYOND

STANDING SEAM METAL ROOF SYSTEM

NAILABLE BASE AS REQUIRED

BY MANUFACTURER

INSULATION
U - .034

REFERENCE STRUCTURAL

DRAWINGS FOR SHEATHING

FASCIA, PER ROOFING MFR

SOFFIT PANEL FLUSH JOINT,

PER ROOFING MFR

CONCRETE MASONRY UNIT
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 2:41:28 PM
R:\d1341480\11843A1019A0801.rvt
19A05

MISTY WOODS ASR WELL
INTERIOR ELEVATIONS 39

ARCHITECTURAL
JCA
FVG
MEH
SCALE:

ELEVATION
1/2" = 1'-0" 19A01
H
SCALE:

ELEVATION
1/2" = 1'-0" 19A01
J
SCALE:

ELEVATION
1/2" = 1'-0" 19A01
K
SCALE:

SECTION
3/4" = 1'-0" 19A02
L
SCALE:

SECTION
3/4" = 1'-0" 19A02
M

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024
No. 53219

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
PlotDate:06-DEC-20243:04:51PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:11843A1000GS01.dgn
GENERAL NOTES:

TYPICAL STRUCTURAL MATERIALS:

CONSTRUCTION:

STRUCTURAL SYMBOLS:

CURED TO THEIR MINIMUM SPECIFIED 28-DAY COMPRESSIVE STRENGTH.OF THE WALL ARE IN PLACE, ARE COMPLETE, AND (IN THE CASE OF CONCRETE) HAVE

2.DO NOT PLACE BACKFILL AGAINST WALLS UNTIL STRUCTURES SUPPORTING THE TOP PREPARED, BEFORE PROCEEDING WITH FOUNDATION CONSTRUCTION.OBTAIN ENGINEER’S OBSERVATION OF SUBGRADE SURFACES, AS EXPOSED AND AS

1.EXPOSE AND PREPARE SUBGRADE AS SHOWN ON THE DRAWINGS AND SPECIFIED. EXCAVATION AND BACKFILLING:

SPECIAL INSPECTION:

REINFORCING STEEL (FOR CONCRETE AND MASONRY):CONCRETE:MASONRY:STRUCTURAL STEEL:

STRUCTURAL ABBREVIATIONS:DEFERRED DESIGN SUBMITTALS
STRUCTURAL DESIGN CRITERIA - GENERAL:

THE DRAWINGS.

CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE INDICATED ON ITS MINIMUM SPECIFIED 28-DAY COMPRESSIVE STRENGTH.STRUCTURE ABOVE IS COMPLETE AND (IN THE CASE OF CONCRETE) HAS CURED TO ARE COMPLETE, PROVIDE BRACING FOR WALLS. KEEP BRACING IN PLACE UNTIL THE

3. WHERE BACKFILL MUST BE PLACED AGAINST WALLS BEFORE STRUCTURES ABOVE FOR DETAILED AND LOCATION-SPECIFIC REQUIREMENTS.

2. SEE PROJECT SPECIFICATIONS AND NOTES ON DRAWINGS OF SPECIFIC STRUCTURES OTHERWISE INDICATED ON THE DRAWINGS.

1.MATERIALS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS

DISCREPANCIES
OPENINGS.

8.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZES OF DOOR AND WINDOW D.SEE MECHANICAL DRAWINGS FOR EQUIPMENT PADS AND PIPE SUPPORTS.

AND ASSOCIATED STRUCTURAL REQUIREMENTS.

C.SEE MECHANICAL DRAWINGS FOR DETAILS OF PIPE PENETRATIONS, PIPE SUPPORTS, DIAMETER ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS.

B.IN GENERAL, OPENINGS, EMBEDMENTS, AND PENETRATIONS LESS THAN 12 INCHES IN ITEMS AND EQUIPMENT FURNISHED.

A.CONFIRM SIZE AND LOCATIONS OF OPENINGS, PENETRATIONS AND EMBEDMENT FOR STRUCTURES.CONDUITS, AND OTHER ITEMS THAT ARE EMBEDDED INTO OR PASS THROUGH

7.DRAWINGS PREPARED BY OTHER DISCIPLINES INCLUDE OPENINGS, ANCHORS, PIPES, TO WHICH SITE COORDINATES REFER ARE SHOWN ON THE STRUCTURAL PLANS.

6.SEE CIVIL DRAWINGS FOR STRUCTURE COORDINATES. POINTS ON THE STRUCTURES ORIENTATION REQUIRED AT THAT STRUCTURE.CONCRETE) IS GENERALLY ARBITRARY. SEE DRAWINGS OF EACH STRUCTURE FOR REINFORCEMENT (WHETHER “LINES” OR “DOTS”ARE CLOSER TO THE FACE OF THE B.IN STRUCTURAL TYPICAL DETAILS, ORIENTATION OF BARS IN EACH MAT OF TITLES, EVEN WHEN NOT SPECIFICALLY REFERENCED ON THE DRAWINGS.

A. TYPICAL DETAILS ARE INTENDED TO APPLY AT LOCATIONS DESCRIBED BY THEIR

5.TYPICAL DETAILS ARE INCLUDED ON THE “TS” DRAWINGS.

B. SIZES AND LOCATIONS OF EQUIPMENT PADS FOR EQUIPMENT SELECTED.A. DIMENSIONS AND WEIGHTS FOR EQUIPMENT SELECTED.FOLLOWING BEFORE PREPARATION AND SUBMITTAL OF SHOP DRAWINGS:DIMENSIONS, AND INFORMATION SHOWN ON THESE DRAWINGS. CONFIRM THE IMMEDIATELY OF BETWEEN EXISTING CONDITIONS AND

4.VERIFY DIMENSIONS AND CONDITIONS BEFORE BEGINNING WORK. ADVISE ENGINEER SHOWS CONSTRUCTION AT AND BELOW ELEVATION 110.)
C. PLANS ARE TREATED AS HORIZONTAL SECTIONS. (I.E.: “PLAN AT ELEVATION 110” B. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES.A. SCREENED LINE WORK INDICATES EXISTING CONDITIONS.

3.PRESENTATION CONVENTIONS FOR STRUCTURAL DRAWINGS:

INDICATED IN THE GENERAL NOTES AND TYPICAL DETAILS.

2.UNLESS DETAILED, SPECIFIED, OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS DISCIPLINES AND WITH THE SPECIFICATIONS.

1.USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH PROJECT DRAWINGS BY OTHER C. WELDS - SHIELDED METAL ARC PROCESS USING E70-XX ELECTRODES.

ASTM F 1554, GRADE 36 GALVANIZED.ASTM F 593, STAINLESS TYPE 316 (304)ANCHOR BOLTS WITH HEX FORGED HEAD.

B. BOLTS - STEEL TO CONCRETE OR MASONRY:

WASHERS.ASTM F 3125 GRADE A325 HIGH-STRENGTH BOLTS, WITH LOAD INDICATOR A. BOLTS - STEEL TO-STEEL:

2. CONNECTIONS:

SQUARE AND RECTANGULAR: ASTM A 500, GRADE B (Fy = 46 KSI)ROUND: ASTM A 500, GRADE B (Fy = 42 KSI) E. HOLLOW STRUCTURAL SECTIONS:D. PIPES: ASTM A 53, GRADE B (Fy = 35 KSI)C. PLATES AND BARS: ASTM A 36 (Fy = 36 KSI)B. SHAPES S, ST, M, MT, HP, C, MC, L: ASTM A 36 (Fy = 36 KSI)A. SHAPES W, WT: ASTM A 992 (Fy = 50 KSI)

1. SECTIONS
EH
BRACING, AND BALANCING.THEIR DESIGN STRENGTH, PROTECT STRUCTURES AS REQUIRED BY SHORING, FACILITIES. UNTIL CONSTRUCTION IS COMPLETE AND MEMBERS HAVE ACHIEVED STRUCTURES HAVE BEEN DESIGNED FOR OPERATING LOADS ON COMPLETED

9. CONSTRUCTION LOADS:

2. WELDED WIRE FABRIC: ASTM A 1064.

B. WHERE INDICATED ON THE DRAWINGS: ASTM A 706.A. TYPICAL: ASTM A 615, GRADE 60.

1. DEFORMED BARS:

D.ELECTRICAL DUCT ENCASEMENT: “CLASS CE” f’c = 2500 PSI.C.PIPE ENCASEMENT: “CLASS CE” f’c = 2500 PSI.B.FILL AND THRUST BLOCKS: “CLASS C” f’c = 2500 PSI.A.STRUCTURES: “CLASS A”OR “CLASS B” f’c = 4000 PSI.

2.MINIMUM SPECIFIED CONCRETE COMPRESSIVE STRENGTH, f’c (AT 28 DAYS UNO).1.NORMAL DENSITY. 1)SOLID GROUTED: f’m = 1500 PSI.

D.MINIMUM SPECIFIED COMPRESSIVE STRENGTH, f’m (AT 28 DAYS).C.GROUT: ASTM C 476. MINIMUM 28-DAY COMPRESSIVE STRENGTH = 2000 PSI.B.MORTAR: ASTM C 270, MINIMUM 28-DAY COMPRESSIVE STRENGTH = 1800 PSI.A.UNITS: ASTM C 90, NORMAL WEIGHT.

1.CONCRETE MASONRY

6.DIVISION 6 WOOD, PLASTICS AND COMPOSITES.

C.COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION.
2) SIDE CONNECTIONS BETWEEN ADJACENT SHEETS.1) CONNECTIONS TO SUPPORTS.

B.STEEL DECKING.
4) ANCHORS - POST-INSTALLED MECHANICAL AND ADHESIVE.3) ANCHORS - CAST-IN AND BUILT-IN ANCHOR BOLTS.2) MEMBER SIZES/TYPES.1) MEMBER LOCATIONS.

A.GENERAL ALL METALS:

5.DIVISION 5 METALS
G.PROTECTION AND CURING PROCEDURES.F.GROUT AND GROUTING.E.MORTAR AND JOINTS.D.ANCHORS: BUILT-IN AND POST-INSTALLED.C.REINFORCING STEEL.B.MEMBER SIZES.A.LOCATIONS.

4.DIVISION 4 MASONRY
G.PRECAST CONCRETE.F.PROTECTION AND CURING PROCEDURES.E.CONCRETE MIX AND PLACEMENT.D.ANCHORS: CAST-IN AND POST-INSTALLED.C.REINFORCING STEEL.B.FORMWORK AND MEMBER SIZES.A.LOCATIONS.

3.DIVISION 3 CONCRETE:

D.FILL AND BACKFILL.C.PREPARATION OF SOILS/SURFACES SUPPORTING CONSTRUCTION.B.ADEQUACY OF EXPOSED SURFACE TO PROVIDE REQUIRED SUPPORT.A.EXCAVATION DEPTH.

2.DIVISION 2 SITE CONSTRUCTION (EARTHWORK)
AND CONSTRUCTION. SEE SPECIFICATION SECTION 01455 FOR DETAILS.

1.SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING STRUCTURAL MATERIALS (AWS) A2.4.

2.WELDING: SYMBOLS: IN ACCORDANCE WITH AMERICAN WELDING SOCIETY FOR DEFINITION OF MATERIALS SHADING PATTERNS.

1. SEE DRAWING G03 FOR KEY TO DRAWING TITLES AND SECTION CUTS, AND BAR SIZE)# NUMBER (REINFORCINGT.O. TOP OFO.F. OUTSIDE FACEI.F. INSIDE FACEEF EACH FACE PL PLATEBO BOTTOM OF L ANGLEREINFORCEMENT: OTHER:ABBREVIATIONS HAVE THE MEANINGS LISTED.WHEN USED ON THE STRUCTURAL DRAWINGS, THE FOLLOWING

4. ABBREVIATIONS FOR STRUCTURAL DRAWINGS:

THE ALUMINUM ASSOCIATION’S ALUMINUM DESIGN MANUAL, CURRENT EDITION.

B. ALUMINUM: ABBREVIATIONS AND DESIGNATIONS ARE IN ACCORDANCE WITH MANUAL, CURRENT EDITION.AMERICAN INSTITUTE OF STEEL CONSTRUCTION’S STEEL CONSTRUCTION A. STEEL: ABBREVIATIONS AND DESIGNATIONS ARE IN ACCORDANCE WITH THE

3. STRUCTURAL MEMBERS:

PROJECT SPECIFICATIONS.

2. ABBREVIATIONS FOR NAMES OF TECHNICAL GROUPS MAY BE FOUND IN THE 1. SEE DRAWING G02 FOR GENERAL LIST OF ABBREVIATIONS USED ON DRAWINGS.

A. 06174 SHOP-FABRICATED WOOD TRUSSES.

1. DIVISION 6 WOOD AND PLASTICS.DEFERRED DESIGN SUBMITTALS FOR THIS PROJECT INCLUDE:SUBSEQUENTLY SUBMITTED TO THE BUILDING OFFICIAL.THAT ARE TO BE REVIEWED BY THE REGISTERED DESIGN PROFESSIONAL AND OF THE DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF PERMIT APPLICATION, AND AS DEFINED IN THE BUILDING CODE, DEFERRED DESIGN SUBMITTALS ARE PORTIONS 40603000.30
53804500.45
B. TYPE 304L: E304L-15 ELECTRODES.A. TYPE 316L: E316L-15 ELECTRODES.

4. WELDED CONNECTIONS:

C. TYPE 304/304L: ASTM F 593, GRADE B8, CLASS 1, HEAVY HEX.B. TYPE 316/316L: ASTM F 593, GRADE B8M, CLASS 1, HEAVY HEX.A. MATCH ALLOY OF THE STRUCTURAL MEMBERS CONNECTED.

3. BOLTED CONNECTIONS - BOLTS AND ANCHOR BOLTS:2. SECTIONS: SHAPES AND BARS: ASTM A 276.1. ANSI TYPE 316/316L EXCEPT WHERE TYPE 304/304L IS INDICATED ON THE DRAWINGS.STAINLESS STEEL:
40603000.30
53804500.45
ABE
RYW
EQ
STRUCTURAL 00GS01

GENERAL NOTES
( * 5% DAMPED)E. DESIGN SPECTRAL RESPONSE ACCELERATIONS:* Sds =0.43 g Sd1 =0.32D. MAXIMUM CONSIDERED ACCELERATIONS:* Sms =0.645 g Sm1 = 0.48C. SITE COEFFICIENTS: Fa = 1.443 Fv = 2.154B. MAPPED SPECTRAL RESPONSE ACCELERATIONS:Ss = 0.447 g S1 = 0.223 gA. SITE CLASS: D. 0.2 SECOND *1.0 SECOND

7. MISTY WOODS EARTHQUAKE DESIGN DATA:

C. BASIC WIND SPEED (3 SEC GUST, 33 FEET ABOVE GROUND): 105 MPH.B. WIND-BORNE DEBRIS REGION: NOA. SPECIAL WIND REGION: NO

6. WIND DESIGN DATA FOR MISTY WOODS AND CAMPUS OAKS:5. FLUID PRESSURE LOADS: 63 PSF/FT (UNO).

D. EQUIPMENT LOADS: SEE PLANS.C. ROOF LIVE LOAD: SEE PLANS (25 PSF MINIMUM).B. GRATING AND CHECKERED PLATE: 100 PSF (UNO).A. FLOOR LIVE LOAD: SEE PLANS.

4. LIVE LOADS: (REDUCTIONS NOT USED)3. DEAD LOADS: CALCULATED FOR STRUCTURE SELF-WEIGHT.2. STRUCTURE RISK CATEGORY: SEE PLANS FOR EACH STRUCTURE.

B. LOCAL AMENDMENTS: CITY OF ROSEVILLE.A. 2022 CALIFORNIA BUILDING CODE (“CBC 2022”) WITH ASCE 7-16.

1. BUILDING CODE:THESE OVERALL CRITERIA FOR THE SITE.SEE DRAWINGS OF INDIVIDUAL STRUCTURES FOR SPECIFIC DESIGN CRITERIA BASED ON ( * 5% DAMPED)E. DESIGN SPECTRAL RESPONSE ACCELERATIONS:* Sds =0.43 g Sd1 =NULLD. MAXIMUM CONSIDERED ACCELERATIONS:* Sms =0.645 g Sm1 = NULLC. SITE COEFFICIENTS: Fa = 1.443 Fv = NULLB. MAPPED SPECTRAL RESPONSE ACCELERATIONS:Ss = 0.447 g S1 = 0.224 gA. SITE CLASS: D. 0.2 SECOND *1.0 SECOND

8. CAMPUS OAKS EARTHQUAKE DESIGN DATA:

FOR MISTY WOODS:GEOTECHNICAL REPORT / FOUNDATION DESIGN CRITERIA D. GROUNDWATER EL 0.00'.

SLIDING COEFFICIENT OF FRICTION: PASSIVE (PSF/FT): AT REST (PSF/FT): ACTIVE (PSF/FT):

STATIC SEISMIC
SURCHARGE: EQUIVALENT TO 2 FEET OF SOIL ABOVE FINISHED GRADE.C. LATERAL EARTH PRESSURE (UNO): B. FROST DEPTH: 0A. NET ALLOWABLE BEARING PRESSURE SEE PLANS.

INVESTIGATION REPORT.2. FOUNDATION DESIGNS ARE BASED ON RECOMMENDATIONS IN THE GEOTECHNICAL REPORT NO: 17340.000.000 DATED: FEBRUARY 27, 2023.PREPARED BY: ENGEO.

ASR WELL (WELL 19).

TITLE: AQUIFER STORAGE RECOVERY WELL AND PUMP STATION MISTY WOODS

1. GEOTECHNICAL INVESTIGATION REPORT:

FOR CAMPUS OAKS:GEOTECHNICAL REPORT / FOUNDATION DESIGN CRITERIA D. GROUNDWATER EL 19.00'.

SLIDING COEFFICIENT OF FRICTION: PASSIVE (PSF/FT): AT REST (PSF/FT):

ACTIVE (PSF/FT):

STATIC SEISMIC
SURCHARGE: EQUIVALENT TO 2 FEET OF SOIL ABOVE FINISHED GRADE.C. LATERAL EARTH PRESSURE (UNO): B. FROST DEPTH: 0A. NET ALLOWABLE BEARING PRESSURE SEE PLANS.

INVESTIGATION REPORT.2. FOUNDATION DESIGNS ARE BASED ON RECOMMENDATIONS IN THE GEOTECHNICAL REPORT NO: 17340.000.000 DATED: AUGUST 30, 2021.PREPARED BY: ENGEO.TITLE: AQUIFER STORAGE RECOVERY WELL AND PUMP STATION CAMPUS OAKS WELL.

1. GEOTECHNICAL INVESTIGATION REPORT:

CONSTRUCTION. SEE SPECIFICATION SECTION 01455 FOR DETAILS.

1. STRUCTURAL OBSERVATION IS REQUIRED DURING AND AT SPECIFIC STAGES OF STRUCTURAL OBSERVATION:
40 rwelch
ANCHORS.LOCATIONS OF REINFORCEMENT IN MEMBERS BEFORE DRILLING HOLES FOR ANCHORS. USE NON-DESTRUCTIVE TESTING EQUIPMENT TO IDENTIFY B.DO NOT CUT, DAMAGE, OR INTERRUPT EXISTING REINFORCEMENT TO INSTALL EVALUATION REPORT AND MANUFACTURER’S INSTRUCTIONS.

A.INSTALL IN FULL COMPLIANCE WITH ACCEPTED BUILDING CODE

4.POST-INSTALLED ANCHORS IN CONCRETE AND MASONRY:

ALUMINUM SURFACES AS SPECIFIED IN SECTION 09960.

B.WHERE ALUMINUM IS IN CONTACT WITH MASONRY OR CONCRETE, COAT ISOLATING SLEEVES AND WASHERS AS SPECIFIED IN SECTION 05190.AND STAINLESS STEEL, OR ALUMINUM AND STEEL) PROVIDE A.AT BOLTED CONNECTIONS THAT INCLUDE DIFFERENT METALS (E.G.: STEEL

3.INTERFACE BETWEEN MATERIALS:

BEING JOINED, AND FULL LENGTH OF THE JOINT.

A.FILLET WELDS: PER AWS CODE BASED ON THE THICKNESS OF THE MATERIALS

2.WELDED:

EDGE OF A PLATE OR STRUCTURAL ELEMENT.

C.WITH A DISTANCE OF AT LEAST 1 1/2 INCHES FROM CENTER OF BOLT TO ANY CENTER.

B.HAVING A MINIMUM OF 2 BOLTS, SPACED NOT CLOSER THAN 3 INCHES ON A.MADE USING 3/4-INCH DIAMETER BOLTS.

1.BOLTED:STEEL, STAINLESS STEEL, AND ALUMINUM - CONNECTIONS:

A.FULLY GROUTED.

4.GROUTING:

DRAWINGS OR ACCEPTED IN ADVANCE BY THE ENGINEER.

3.WELDING OF REINFORCING IS NOT PERMITTED UNLESS DETAILED ON THE B.AT OPENINGS AS INDICATED IN SF220/TYP.A.AT CORNERS AND JUNCTIONS AS INDICATED IN SF230/TYP.

2.PROVIDE REINFORCING:1.SEE SF002/TYP FOR MASONRY NOTES, INCLUDING LAP SPLICE LENGTHS.MASONRY: B. HOUSEKEEPING PAD FOR ELECTRICAL EQUIPMENT SEE SD702/TYP. A. EQUIPMENT PAD SEE SD512/TYP.8. CONCRETE PADS7.FINISH CONCRETE AS SPECIFIED IN SECTION 03366.

AND EMBEDMENTS.

6.MAINTAIN MINIMUM 3 INCHES CLEAR CONCRETE COVER BETWEEN REINFORCING DRAWINGS OR ACCEPTED IN ADVANCE BY THE ENGINEER.

5.WELDING OF REINFORCING IS NOT PERMITTED UNLESS DETAILED ON THE A.AT OPENINGS - AS INDICATED IN SC012/TYP.

4.PROVIDE REINFORCING:

SPECIFICATION 03102 FOR CHAMFERS.

3.PROVIDE CHAMFER AT EXPOSED EDGES OF CAST-IN-PLACE CONCRETE. SEE ACCEPTANCE BY THE ENGINEER BEFORE FORM LAYOUT.

2.SUBMIT LOCATIONS OF CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS FOR LENGTH REQUIREMENTS FOR REINFORCING.

1.SEE SC001/TYP FOR CONCRETE NOTES, INCLUDING CLEAR COVER AND LAP SPLICE CONCRETE:

MATERIAL.

B.COVER PLATE AND ITS SEATS OR SUPPORTS SHALL BE OF THE SAME OTHERWISE NOTED.

A.ALUMINUM WITH TYPE 316 STAINLESS STEEL FASTENERS, UNLESS

2.COVER PLATES:

FASTEN GRATING TO SUPPORTS AS INDICATED IN SR601/TYP.

C.UNLESS INDICATED ON THE DRAWINGS AS “REMOVABLE GRATING”, SECURELY B.GRATING AND ITS SEATS OR SUPPORTS SHALL BE OF THE SAME MATERIAL.

OTHERWISE NOTED.

A.ALUMINUM WITH TYPE 316 STAINLESS STEEL FASTENERS, UNLESS

1.GRATING:METAL FABRICATIONS:

D
13S03
E
13S03

CHEMICAL ROOM

ELECTRICAL ROOM

PUMP ROOM

RESTROOM
12" FULLY

GROUTED CMU

WALL (TYP)
5' - 4" 8' - 0" 28' - 8" 6' - 8"
90' - 0"
4' - 8" 8' - 0"
28' - 0"
34' - 4" 11' - 4" 44' - 4"
3' - 4" 6' - 8" 3' - 4" 8' - 8" 3' - 4" 2' - 8"
13' - 4" 14' - 8"
2' - 8"
51' - 4" 38' - 8"
3'-0" SQ SUMP
8' - 4"
17' - 0"

CHEMICAL TANK
PAD
SEE DWG 13M09 FOR WELLHEAD

AND PUMP CONCRETE PEDESTAL
DETAILS. 3'-6" MINIMUM PEDESTAL
DIAMETER. FINAL DIMENSIONS PER

APPROVED PUMP SEISMIC
ANCHORAGE REQUIREMENTS.
4' - 8"
1' - 0"
31' - 2"
9' - 6"
F
13S03
22' - 0" 22' - 0" 24' - 0" 22' - 0" CJ/MCJ CJ CJ/MCJ
TYP
SD702 (TYP) TYP
EM118
HPT 130.90
HPT 130.90
HPT 130.90
HPT 130.90 HPT 130.90
HPT
130.90
LPT 130.87
TOC 130.90
(2) #6 ADD BARS T&B (TYP)
TYP
TYPICAL WALL SF220
DOWELS
TYP
SF230 SINGLE DOWEL IN CORNERS
& INTERSECTIONS
TYP
SD382
TYP
SF230
8" (TYP)

JAMB BAR

DOWELS (TYP)
W/O
WSTP
1' - 0"
(TYP)
1' - 0"
9' - 4"
(TYP)

TYPICAL WALL DOWELS
SEE DETAIL 2/09S04
HPT 130.90
LPT 130.83
#6 DIAGONAL BARS

T&B (TYP)
2' - 6" 4' - 11" 5' - 6" 4' - 3"
8"
2' - 0"
7"
1' - 2"
8' - 6"
1' - 2"
8"
1' - 2"
5' - 6" 16' - 7 1/2"
8"
1' - 0"
TYP
SF220
RIM 130.90
INV 129.90
1'-0" WIDE
TRENCH
MIN 0.7%
SLOPE
RIM 130.75
INV 129.90
RIM 130.75
INV 129.50
RIM 130.90
INV 129.90
MAX 2%SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
HPT 130.90 HPT 130.90
H
13S04
1' - 0"
3' - 4" 8' - 0" 3' - 4"
1' - 4"
14' - 8" 2' - 8" 22' - 8" 1' - 4"
3' - 4" 2' - 8"
29' - 4" 2' - 8"
2' - 8" 29' - 4"
5' - 0" 3' - 4" 9' - 4"
2' - 0" MCJ
20' - 8" 10' - 0" 8' - 0"

STAINLESS

STEEL COVER
HPT 130.90 ZURN #ZF806-HDS-BDE 6"

WIDE TRENCH
RIM 130.70
26' - 11"
THICKNESS = 12"
TOC 130.90
1/8"/FT
SLOPE
TYP
SD503
TYP
1" SD382
EJ
RIM 130.80 RIM 130.80
(TYP)
TYP
SD512 (SIM)

W/O BASE PLATE
TYP
SC012
INV 129.71
INV 129.16
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 1:10:55 PM
R:\d1341486\11843A1013S801.rvt
13S01

CAMPUS OAKS ASR WELL
FOUNDATION PLAN 41

STRUCTURAL
EQ
RYW
ABE
SCALE:

PLAN A 1/4" = 1'-0"

1. SEE DRAWING 00GS01 FOR GENERAL STRUCTURAL NOTES.

2. SEE DRAWING 13S02 FOR STRUCTURE DESIGN CRITERIA.

3. SEE DRAWING 13S03 FOR STRUCTURE FOUNDATION DESIGN
CRITERIA.

GENERAL NOTES:
2 '-3"9'-9"4'-0"9'-9"2'-3"
2'-0"OVERHANG(TYP)
2'-0" 43 PRE-ENGINEERED STANDARD TRUSSES @ 2'-0" = 86'-0" 2'-0" 2'-0" OVERHANG (TYP) 32'-0"
No. 53219

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
PlotDate:13-DEC-20246:54:27AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 13S02
LASTSAVEDBY:

PROJECT NO. FILE NAME:

ABE
RYW

STRUCTURAL

ROOF PLANS
11843A1013S002.dgn
(TYP)

INTERIOR PANEL EDGES

BLOCKING

SHAPED RIDGE
(TYP)

SHEATHING (TYP)

PLYWOOD ROOF
STANDARD 4'x8'
SLOPE
4V:12H
SLOPE
(TYP)

OF BUILDING
G
5 C

ROOF RIDGE L
(TYP)

STANDARD TRUSS

PRE-ENGINEERED
(TYP)

EDGE NAILING

INTERIOR PANEL

NAILING (TYP)

BOUNDARY

DIAPHRAGM
(TYP)

WITH BLOCKING

ALIGN PANEL EDGE
13S05
13S05
B
11843A1013S100
3/16" = 1'-0"

ROOF FRAMING PLAN
C
11843A1013S101
3/16" = 1'-0"

ROOF SHEATHING PLAN
F
13S03
E
13S03
D
13S03
G
13S05
D
13S03
E
13S03
F
13S03
G
13S05
(TYP) G
13S05

HATCH DESIGN REQUIREMENTS

SEE MECHANICAL DRAWINGS FOR
GENERAL NOTES:

REMAIN PERMANENTLY A PART OF TRUSS SYSTEM.BRACING SHALL NOT BE REMOVED AND SHALLRECOMMENDATIONS DURING TRUSS ERECTION. LATERALPER PRE-ENGINEERED TRUSS MANUFACTURER'S

3. ALL TRUSSES SHALL BE LATERALLY BRACED FOR STABILITY 2. TRUSS LOADING SEE SR620 / TYP.

WIDTH CHORD AND WEB MEMBERS.

1. ALL ROOF TRUSSES SHALL HAVE DUAL 1.5" NOMINAL
III TRUSS NOTES:

K
13S04 BELOW ROOF FRAMING

BATHROOM WALLS
4V:12H
# KEY NOTES:
(TYP)
2x OUT LOOKER 2x BLOCKING (TYP)
(TYP)
LOOKER
2x OUT
(TYP)
2x BLOCKING

ARCHITECTURAL DWGS (TYP)
EAVE FASCIA BOARD. SEE
(TYP)
2x BLOCKING
(TYP)
2x OUT LOOKER
1 STRAP 8 FOOT LONG (TYP)SIMPSON STRONG TIE CS16 COIL

NAILING (TYP)

BOUNDARY

DIAPHRAGM

2. STAGGER NAILS AT ADJOINING PANEL EDGES.
10d NAILS AT 6" SPACING.

C. INTERIOR PANEL:
10d NAILS AT 4" SPACING.BOUNDARIES:

B. NORTH AND SOUTH DIAPHRAGM
10d NAILS AT 6" SPACING.

A. EAST AND WEST DIAPHRAGM BOUNDARIES:

1. NAILING SCHEDULE:SHEATHING:

I ROOF SHEATHING: 15/32" STRUCTURAL 1 C-D
BLOCKED WITH FULL DEPTH BLOCKING.

2. ALL EDGES OF PLYWOOD SHEATHING SHALL BE
TRUSS TOP.

1. PROVIDE 2X FULL DEPTH BLOCKING BETWEEN
II FRAMING NOTES:

1. PROVIDE SIMPSON STRONG-TIE CS16 COIL STRAP AT OPENING.

CAMPUS OAKS ASR WELL
EQ
(TYP AROUND OPENING)

DOUBLE TRUSS
(TYP)
ARCHITECTURAL DWGS AND SOFFIT. SEE

RAKE FASCIA BOARD
42 TOP PLATE AT SPLICE LOCATIONS.

6. PROVIDE SIMPSON STRONG-TIE MSTA 21 STRAP AT EACH SIDE OF TOGETHER WITH 10d NAILS @6".PRESSURE TREATED. STAGGER STITCH NAIL TOP PLATES

5. (2) 2x10 TOP PLATE FOR 12x8x16 CMU. TOP PLATES SHALL BE FOR CLARITY.

4. ROOF UNDERLAYMENT AND STANDING SEAM ROOFING NOT SHOWN SIZE AND LOCATION.

3. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR PENETRATION B. IMPORTANCE FACTOR, Iw: 1.0.A. EXPOSURE FACTOR: C.

4. WIND DESIGN CRITERIA:

E. SEISMIC RESPONSE COEFFICIENT, Cs: 0.1335.D. RISK CATEGORY: IV.C. IMPORTANCE FACTOR: 1.5.B. ANALYSIS PROCEDURE: ASCE 7-16 § 12.8.1. SPECIAL REINFORCED MASONRY SHEAR WALL, R: 5.A. BASIC SEISMIC FORCE RESISTING SYSTEM:

3. SEISMIC DESIGN CRITERIA:

C. SLAB AND EQUIPMENT: SELF WEIGHT. GROUTED: 133 PSF.B. WALL: NORMAL WEIGHT 12" CMU, SOLID A. ROOF: 25 PSF.

2. DESIGN DEAD LOAD:

SINGLE WHEEL POINT LOAD.C. FLOOR: 200 PSF DISTRIBUTED LOAD, 8,000 LBS B. GRATING: 100 PSF.A. ROOF: 20 PSF.

1. DESIGN LIVE LOAD:

2. STRUCTURAL DESIGN CRITERIA.1. SEE DRAWING 00GS01 FOR GENERAL STRUCTURAL NOTES. rwelch
PUMP

PEDESTAL
1 13S04
1 2
(TYP)
(TYP)

TOC VARIES,

SEE PLAN
2x OUT LOOKER (TYP)

PRE-ENGINEERED

STANDARD TRUSS (TYP)
2x BLOCKING (TYP)
2 13S04
(SIM)
(TYP)
TYP
SF220
12 4
2 13S04

TOC VARIES,

SEE PLAN
TYP
(TYP) SF220
(2) #5 ADD BARS IN

ADDITION TO TYPICAL

WALL HORIZONTAL
REINFORCING 4'-0" LONG

TRUSS NOT SHOWN

FOR CLARITY
T.O.W. 144.90
12 4
3 13S04
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 1:10:56 PM
R:\d1341486\11843A1013S801.rvt
13S03

CAMPUS OAKS ASR WELL
SECTIONS AND DETAILS 1 43

STRUCTURAL
EQ
RYW
ABE
SCALE:

SECTION
1/4" = 1'-0" 13S01
D
SCALE:

SECTION
1/4" = 1'-0" 13S01
E
SCALE:

SECTION
1/4" = 1'-0" 13S01
F
KEY NOTES:

1. AGGREGATE BASE PER SPECIFICATION 02050 AND 02300.

2. SUBGRADE PREP:

A. SCARIFY TO A DEPTH OF AT LEAST 10 INCHES.

B. MOISTURE CONDITION SOIL TO AT LEAST 3 PERCENT ABOVE
OPTIMUM MOISTURE CONTENT.

C. COMPACT SUBGRADE TO AT LEAST 90 PERCENT RELATIVE
COMPACTION.
#

1. SEE DRAWING 00GS01 FOR GENERAL STRUCTURAL NOTES.

2. NET ALLOWABLE BEARING PRESSURES:

A. DEAD LOAD ONLY: 2,500 PSF.

B. DEAD + LIVE LOAD: 2,500 PSF.

C. TOTAL (INCLUDING WIND OR SEISMIC): 3,333 PSF.

GENERAL NOTES:
#6@12" EW T&B (TYP)
#6@12" EW T&B
#6@12" EW EF
(TYP)
(TYP)

LAP SPLICE
1' - 0"
(TYP)
1' - 0"
(TYP)
1' - 0"
1 1
1 1
TYP
SD102
CLSM FILL. AT

CONTRACTOR'S
OPTION
1' - 6"
#5@16" EW EF (TYP

ALL CMU WALLS)SPLICE LAP

TOC VARIES,

SEE PLAN
#5 DOWELS
(TYP)
(2) #5 CONT
T.O.W. 144.90
SPLICE
LAP
#6@12" x 5'-0" CENTERED ON TRENCH
2' - 0"
1 1
2' - 8"
(TYP)

LAP SPLICE
#6@12" EW T&B (TYP)
VARIES
#6 BENT BAR @12"

CENTERED ON TRENCH
#6@12" x 5'-0"

CENTERED ON
TRENCH
1 1
1 1
6' - 4"
(TYP)

LAP SPLICE
10"
#6@12" x 4'-0"

CENTERED ON
TRENCH
2' - 0" 9"
T.O.W. 140.23
TOC 130.90
TYP
SF220

RESTROOM CEILING PLAN
J
-
2X6 (TYP)
2X6 (TYP)
(4) EQ SPACES = 9' - 4"
(3) EQ SPACES = 7' - 4"

SIMPSON STRONG TIE
HTT4 W/ (18) #10 x 1 1/2" SD

SCREWS (TYP)
SIMPSON STRONG TIE JB26

TOP MOUNTED HANGER (TYP)
TYP
SF062 5/8"Ø W/ 6" EMBED
(TYP)
SIMPSON STRONG TIE 18"
LONG CMSTC16 COIL STRAP
(TYP @ EACH JOIST)

SIMPSON STRONG TIE
A35 CLIP
SIMPSON STRONG TIE LU26

FACE MOUNTED HANGER (TYP)
15/32 STRUCTURAL 1 C-D SHEATHING.
10d @ 6" NAIL SPACING
2x6 PRESSURE

TREATED LEDGER
TYP
SF062 5/8"Ø W/ 6" EMBED
T.O.W. 140.23

TOP OF WALL (BEYOND)
2x6 DF BEAM (TYP)

PLYWOOD SHEATHING
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 1:10:58 PM
R:\d1341486\11843A1013S801.rvt
13S04

CAMPUS OAKS ASR WELL
SECTIONS AND DETAILS 2 44

STRUCTURAL
EQ
RYW
ABE
SCALE:

DETAIL
1/2" = 1'-0" 13S03
1 SCALE:

DETAIL
3/8" = 1'-0" 13S03
2 SCALE:

DETAIL
1/2" = 1'-0" 13S03
3 SCALE:

SECTION
3/8" = 1'-0" 13S01
H
SCALE:

PLAN K 1/2" = 1'-0"
SCALE:

J
-

SECTION
1 1/2" = 1'-0"

1. SEE DRAWING 00GS01 FOR GENERAL STRUCTURAL NOTES.

2. BATHROOM ROOF LOADING:

A. LIVE LOAD: 15 PSF
B. DEAD LOAD: 20 PSF

3. PROVIDE 3/4" BEVEL OR CHAMFER (REFER TO SECTION 03102).

4. SEE KEY NOTES ON DRAWING 13S03 FOR BUILDING
FOUNDATION SUBGRADE MATERIALS AND PREPARATION.

GENERAL NOTES:
4'-0"
4'-0"
2'-1"
2'-1"
4'-0"
4'-0"
1/8"GAP
2'-0"
CMU
53/4"
2'-0"
2'-0"
2'-0"OC(TYP)
(TYP)LOOKER2x OUT-
(TYP)STANDARD TRUSSPRE-ENGINEERED
A35 CLIP (TYP)SIMPSON STRONG-TIE
BLOCKING (TYP)2x SHAPED
SEE NOTES 2 & 3(2) 2x TOP PLATE
CMU

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024
No. 53219

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
PlotDate:06-DEC-20243:05:18PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 13S05
LASTSAVEDBY:

PROJECT NO. FILE NAME:

ABE
RYW

STRUCTURAL
11843A1013S005.dgn
1/8"GAP(TYP)

CMU BLOCK

TOP CHORD OF TRUSS

AND MATCH TOP ELEVATION
ROOF SLOPE 12H : 4V
EL VARIES. SHALL SATISFY
SCALE:FILE:

G
3/4" = 1'-0"
11843A1013S300

SECTION
SCALE:FILE:
5 11843A1013S400
DETAIL
1" = 1'-0"
WALL
WALL
(TYP)

INTO CMU (TYP)
W/ 12" EMBED

ANCHOR BOLT
1/2"Ø F1554
13S02
13S02
SECTIONS AND DETAILS 3
GENERAL NOTES:

STRONG-TIE A35SIMPSON
2x FASCIA
(2) 2x TOP PL
NOTES 3 & 4
(2) 2x TOP PLATE SEE
(TYP)
2x BLOCKING

BLOCKING
2x CONT SHAPED

SEE ARCHITECTURAL DWGS
2x RAKE FASCIA BOARD.

NOTES 2 & 3
(2) 2x TOP PLATE SEE
2x BLOCKING (TYP)

SEE ARCHITECTURAL DWGS
2x EAVE FASCIA BOARD.

A35 CLIP (TYP)STRONG-TIE SIMPSON
A35 (TYP)

SIMPSON STRONG-TIE

CAMPUS OAKS ASR WELL
EQ

BLOCKING DETAILS

FASCIA AND SOFFIT

DRAWINGS FOR

SEE ARCHITECTURAL
45 A35 CONNECTORS.

5. PROVIDE (12) 0.131" x 1 1/2" FASTENERS AT SIMPSON STRONG-TIE OPPOSITE FACES OF MEMBER.

4. STAGGER SIMPSON STRONG-TIE A35 CLIPS WHEN INSTALLED ON TOP PLATE AT SPLICE LOCATION.

3. PROVIDE SIMPSON STRONG-TIE MSTA 21 STRAP AT EACH SIDE OF TOGETHER WITH 10d NAILS @6".PRESSURE TREATED. STAGGER STITCH NAIL TOP PLATES

2. (2) 2x10 TOP PLATE FOR 12x8x16 CMU. TOP PLATE SHALL BE 1. SEE DRAWING 00GS01 FOR GENERAL STRUCTURAL NOTES. rwelch
D
19S03
E
19S03

CHEMICAL ROOM

ELECTRICAL ROOM

PUMP ROOM

RESTROOM
12" FULLY

GROUTED CMU

WALL (TYP)
5' - 4" 8' - 0" 28' - 8" 6' - 8"
90' - 0"
4' - 8" 8' - 0"
28' - 0"
34' - 4" 11' - 4" 44' - 4"
3' - 4" 6' - 8" 3' - 4" 8' - 8" 3' - 4" 2' - 8"
13' - 4" 14' - 8"
2' - 8"
51' - 4" 38' - 8"
3'-0" SQ SUMP
8' - 4"
17' - 0"

CHEMICAL TANK
PAD
SEE DWG 19M09 FOR WELLHEAD

AND PUMP CONCRETE PEDESTAL
DETAILS. 3'-6" MINIMUM PEDESTAL
DIAMETER. FINAL DIMENSIONS

PER APPROVED PUMP SEISMIC
ANCHORAGE REQUIREMENTS.
4' - 8"
1' - 0"
31' - 2"
9' - 6"
F
19S03
22' - 0" 22' - 0" 24' - 0" 22' - 0" CJ/MCJ CJ CJ/MCJ
TYP
SD702 (TYP) TYP
EM118
HPT 131.50
HPT 131.50
HPT 131.50
HPT 131.50
HPT 131.50
HPT
131.50
LPT 131.47
TOC 131.50
(2) #6 ADD BARS T&B (TYP)
TYP
TYPICAL WALL SF220
DOWELS
TYP
SF230 SINGLE DOWEL IN CORNERS
& INTERSECTIONS
TYP
SD382
TYP
SF230
8" (TYP)

JAMB BAR

DOWELS (TYP)
W/O
WSTP
1' - 0"
(TYP)
1' - 0"
9' - 4"
(TYP)

TYPICAL WALL DOWELS
SEE DETAIL 2/09S04
HPT 131.50
LPT 131.43
#6 DIAGONAL BARS

T&B (TYP)
2' - 6" 4' - 11" 5' - 6" 4' - 3"
8"
2' - 0"
7"
1' - 2"
8' - 6"
1' - 2"
8"
1' - 2"
5' - 6" 16' - 7 1/2"
8"
1' - 0"
TYP
SF220
RIM 131.50
INV 130.50
1'-0" WIDE
TRENCH
MIN 0.7%
SLOPE
RIM 131.35
INV 130.50
RIM 131.35
INV 130.10
RIM 131.50
INV 130.50
MAX 2%SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
HPT 131.50 HPT 131.50
H
19S04
1' - 0"
3' - 4" 8' - 0" 3' - 4"
1' - 4"
14' - 8" 2' - 8" 22' - 8" 1' - 4"
3' - 4" 2' - 8"
29' - 4" 2' - 8" 2' - 8" 29' - 4"
TYP
THICKNESS = 12" SD503
TYP
1" SD382
5' - 0"
EJ
3' - 4" 9' - 4"
2' - 0" MCJ
20' - 8" 10' - 0" 8' - 0"
ZURN #ZF806-HDS-BDE 6"

WIDE TRENCH

STAINLESS

STEEL COVER
RIM 131.30
26' - 11"
TOC 131.50
1/8"/FT
SLOPE
RIM 131.40
RIM 131.40
TYP
(TYP) SC012
TYP
SD512 (SIM)

W/O BASE PLATE
INV 130.31
INV 129.76
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 1:06:13 PM
R:\d1341486\11843A1019S801.rvt
19S01

MISTY WOODS ASR WELL
FOUNDATION PLAN 46

STRUCTURAL
EQ
RYW
ABE
SCALE:

PLAN A 1/4" = 1'-0"

1. SEE DRAWING 00GS01 FOR GENERAL STRUCTURAL NOTES.

2. SEE DRAWING 19S02 FOR STRUCTURE DESIGN CRITERIA.

3. SEE DRAWING 19S03 FOR STRUCTURE FOUNDATION DESIGN
CRITERIA.

GENERAL NOTES:
2 '-3"9'-9"4'-0"9'-9"2'-3"
2'-0"OVERHANG(TYP)
2'-0" 43 PRE-ENGINEERED STANDARD TRUSSES @ 2'-0" = 86'-0" 2'-0" 2'-0" OVERHANG (TYP) 32'-0"
No. 53219

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
PlotDate:13-DEC-20246:54:32AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 19S02
LASTSAVEDBY:

PROJECT NO. FILE NAME:

ABE
RYW

STRUCTURAL

ROOF PLANS
11843A1019S002.dgn
rwelch
(TYP)

INTERIOR PANEL EDGES

BLOCKING

SHAPED RIDGE
(TYP)

SHEATHING (TYP)

PLYWOOD ROOF
STANDARD 4'x8'
SLOPE
4V:12H
SLOPE
(TYP)

OF BUILDING
G
5 C

ROOF RIDGE L
(TYP)

STANDARD TRUSS

PRE-ENGINEERED
(TYP)

EDGE NAILING

INTERIOR PANEL

NAILING (TYP)

BOUNDARY

DIAPHRAGM
(TYP)

WITH BLOCKING

ALIGN PANEL EDGE
19S05
19S05
B
11843A1019S100
3/16" = 1'-0"

ROOF FRAMING PLAN
C
11843A1019S101
3/16" = 1'-0"

ROOF SHEATHING PLAN
F
19S03
E
19S03
D
19S03
G
19S05
D
19S03
E
19S03
F
19S03
G
19S05
(TYP) G
19S05

HATCH DESIGN REQUIREMENTS

SEE MECHANICAL DRAWINGS FOR
GENERAL NOTES:

REMAIN PERMANENTLY A PART OF TRUSS SYSTEM.BRACING SHALL NOT BE REMOVED AND SHALLRECOMMENDATIONS DURING TRUSS ERECTION. LATERALPER PRE-ENGINEERED TRUSS MANUFACTURER'S

3. ALL TRUSSES SHALL BE LATERALLY BRACED FOR STABILITY 2. TRUSS LOADING SEE SR620 / TYP.

WIDTH CHORD AND WEB MEMBERS.

1. ALL ROOF TRUSSES SHALL HAVE DUAL 1.5" NOMINAL
III TRUSS NOTES:

K
19S04 BELOW ROOF FRAMING

BATHROOM WALLS
4V:12H
# KEY NOTES:
(TYP)
2x OUT LOOKER 2x BLOCKING (TYP)
(TYP)
LOOKER
2x OUT
(TYP)
2x BLOCKING

ARCHITECTURAL DWGS (TYP)
EAVE FASCIA BOARD. SEE
(TYP)
2x BLOCKING
(TYP)
2x OUT LOOKER
1 STRAP 8 FOOT LONG (TYP)SIMPSON STRONG TIE CS16 COIL

NAILING (TYP)

BOUNDARY

DIAPHRAGM

2. STAGGER NAILS AT ADJOINING PANEL EDGES.
10d NAILS AT 6" SPACING.

C. INTERIOR PANEL:
10d NAILS AT 4" SPACING.BOUNDARIES:

B. NORTH AND SOUTH DIAPHRAGM
10d NAILS AT 6" SPACING.

A. EAST AND WEST DIAPHRAGM BOUNDARIES:

1. NAILING SCHEDULE:SHEATHING:

I ROOF SHEATHING: 15/32" STRUCTURAL 1 C-D
BLOCKED WITH FULL DEPTH BLOCKING.

2. ALL EDGES OF PLYWOOD SHEATHING SHALL BE
TRUSS TOP.

1. PROVIDE 2X FULL DEPTH BLOCKING BETWEEN
II FRAMING NOTES:

1. PROVIDE SIMPSON STRONG-TIE CS16 COIL STRAP AT OPENING.

MISTY WOODS ASR WELL
EQ
(TYP AROUND OPENING)

DOUBLE TRUSS
(TYP)
ARCHITECTURAL DWGS AND SOFFIT. SEE

RAKE FASCIA BOARD
47 TOP PLATE AT SPLICE LOCATIONS.

6. PROVIDE SIMPSON STRONG-TIE MSTA 21 STRAP AT EACH SIDE OF TOGETHER WITH 10d NAILS @6".PRESSURE TREATED. STAGGER STITCH NAIL TOP PLATES

5. (2) 2x10 TOP PLATE FOR 12x8x16 CMU. TOP PLATES SHALL BE FOR CLARITY.

4. ROOF UNDERLAYMENT AND STANDING SEAM ROOFING NOT SHOWN SIZE AND LOCATION.

3. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR PENETRATION B. IMPORTANCE FACTOR, Iw: 1.0.A. EXPOSURE FACTOR: C.

4. WIND DESIGN CRITERIA:

E. SEISMIC RESPONSE COEFFICIENT, Cs: 0.1335.D. RISK CATEGORY: IV.C. IMPORTANCE FACTOR: 1.5.B. ANALYSIS PROCEDURE: ASCE 7-16 § 12.8.1. SPECIAL REINFORCED MASONRY SHEAR WALL, R: 5.A. BASIC SEISMIC FORCE RESISTING SYSTEM:

3. SEISMIC DESIGN CRITERIA:

C. SLAB AND EQUIPMENT: SELF WEIGHT. GROUTED: 133 PSF.B. WALL: NORMAL WEIGHT 12" CMU, SOLID A. ROOF: 25 PSF.

2. DESIGN DEAD LOAD:

SINGLE WHEEL POINT LOAD.C. FLOOR: 200 PSF DISTRIBUTED LOAD, 8,000 LBS B. GRATING: 100 PSF.A. ROOF: 20 PSF.

1. DESIGN LIVE LOAD:

2. STRUCTURAL DESIGN CRITERIA.1. SEE DRAWING 00GS01 FOR GENERAL STRUCTURAL NOTES.

PUMP

PEDESTAL
1 19S04
1 2
(TYP)
(TYP)

TOC VARIES,

SEE PLAN
2x OUT LOOKER (TYP)

PRE-ENGINEERED

STANDARD TRUSS (TYP)
2x BLOCKING (TYP)
2 19S04
(SIM)
(TYP)
TYP
SF220
12 4
2 19S04

TOC VARIES,

SEE PLAN
TYP
(TYP) SF220
(2) #5 ADD BARS IN

ADDITION TO TYPICAL

WALL HORIZONTAL
REINFORCING 4'-0" LONG

TRUSS NOT SHOWN

FOR CLARITY
T.O.W. 145.50
12 4
3 19S04
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 1:06:14 PM
R:\d1341486\11843A1019S801.rvt
19S03

MISTY WOODS ASR WELL
SECTIONS AND DETAILS 1 48

STRUCTURAL
EQ
RYW
ABE
SCALE:

SECTION
1/4" = 1'-0" 19S01
D
SCALE:

SECTION
1/4" = 1'-0" 19S01
E
SCALE:

SECTION
1/4" = 1'-0" 19S01
F
KEY NOTES:

1. AGGREGATE BASE PER SPECIFICATION 02050 AND 02300.

2. SUBGRADE PREP:

A. SCARIFY TO A DEPTH OF AT LEAST 10 INCHES.

B. MOISTURE CONDITION SOIL TO AT LEAST 3 PERCENT ABOVE
OPTIMUM MOISTURE CONTENT.

C. COMPACT SUBGRADE TO AT LEAST 90 PERCENT RELATIVE
COMPACTION.
#

1. SEE DRAWING 00GS01 FOR GENERAL STRUCTURAL NOTES.

2. NET ALLOWABLE BEARING PRESSURES:

A. DEAD LOAD ONLY: 2,500 PSF.

B. DEAD + LIVE LOAD: 2,500 PSF.

C. TOTAL (INCLUDING WIND OR SEISMIC): 3,333 PSF.

GENERAL NOTES:
#6@12" EW T&B (TYP)
#6@12" EW T&B
#6@12" EW EF
(TYP)
(TYP)

LAP SPLICE
1' - 0"
(TYP)
1' - 0"
(TYP)
1' - 0"
1 1
1 1
TYP
SD102
CLSM FILL. AT

CONTRACTOR'S
OPTION
1' - 6"
#5@16" EW EF (TYP

ALL CMU WALLS) SPLICE LAP

TOC VARIES,

SEE PLAN
#5 DOWELS
(TYP)
(2) #5 CONT
#6@12" x 5'-0" CENTERED ON TRENCH
T.O.W. 145.50
SPLICE
LAP
2' - 0"
1 1
2' - 8"
(TYP)

LAP SPLICE
#6@12" EW T&B (TYP)
#6@12" x 5'-0"

CENTERED ON

TRENCHVARIES
1 1
1 1
#6 BENT BAR @12"

CENTERED ON TRENCH
6' - 4"
2' - 0" 9"
2' - 8"
10"
#6@12" x 4'-0"

CENTERED ON
TRENCH
(TYP)

LAP SPLICE
T.O.W. 140.83
TOC 131.50
TYP
SF220

RESTROOM CEILING PLAN
J
-
2X6 (TYP)
2X6 (TYP)
(4) EQ SPACES = 9' - 4"
(3) EQ SPACES = 7' - 4"

SIMPSON STRONG TIE
HTT4 W/ (18) #10 x 1 1/2" SD

SCREWS (TYP)
SIMPSON STRONG TIE JB26

TOP MOUNTED HANGER (TYP)
TYP
SF062 5/8"Ø W/ 6" EMBED
(TYP)
SIMPSON STRONG TIE 18"
LONG CMSTC16 COIL STRAP
(TYP @ EACH JOIST)

SIMPSON STRONG TIE
A35 CLIP
SIMPSON STRONG TIE LU26

FACE MOUNTED HANGER (TYP)
15/32 STRUCTURAL 1 C-D SHEATHING.
10d @ 6" NAIL SPACING
2x6 PRESSURE

TREATED LEDGER
TYP
SF062 5/8"Ø W/ 6" EMBED
T.O.W. 140.83

TOP OF WALL (BEYOND)
2x6 DF BEAM (TYP)

PLYWOOD SHEATHING
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:
178
PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/6/2024 1:06:15 PM
R:\d1341486\11843A1019S801.rvt
19S04

MISTY WOODS ASR WELL
SECTIONS AND DETAILS 2 49

STRUCTURAL
EQ
RYW
ABE
SCALE:

DETAIL
19S03 1/2" = 1'-0"
1 SCALE:

DETAIL
3/8" = 1'-0" 19S03
2 SCALE:

DETAIL
19S03 1/2" = 1'-0"
3 SCALE:

SECTION
3/8" = 1'-0" 19S01
H
SCALE:

PLAN K 1/2" = 1'-0"
SCALE:

J
-

SECTION
1 1/2" = 1'-0"

1. SEE DRAWING 00GS01 FOR GENERAL STRUCTURAL NOTES.

2. BATHROOM ROOF LOADING:

A. LIVE LOAD: 15 PSF
B. DEAD LOAD: 20 PSF

3. PROVIDE 3/4" BEVEL OR CHAMFER (REFER TO SECTION 03102).

4. SEE KEY NOTES ON DRAWING 19S03 FOR BUILDING
FOUNDATION SUBGRADE MATERIALS AND PREPARATION.

GENERAL NOTES:
4'-0"
4'-0"
2'-1"
2'-1"
4'-0"
4'-0"
1/8"GAP
2'-0"
CMU
53/4"
2'-0"
2'-0"
2'-0"OC(TYP)
(TYP)LOOKER2x OUT-
(TYP)STANDARD TRUSSPRE-ENGINEERED
A35 CLIP (TYP)SIMPSON STRONG-TIE
BLOCKING (TYP)2x SHAPED
SEE NOTES 2 & 3(2) 2x TOP PLATE
CMU

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024
No. 53219

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
PlotDate:06-DEC-20243:05:18PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1 19S05
LASTSAVEDBY:

PROJECT NO. FILE NAME:

ABE
RYW

STRUCTURAL
11843A1019S005.dgn
1/8"GAP(TYP)

CMU BLOCK

TOP CHORD OF TRUSS

AND MATCH TOP ELEVATION
ROOF SLOPE 12H : 4V
EL VARIES. SHALL SATISFY
SCALE:FILE:

G
3/4" = 1'-0"
11843A1019S300

SECTION
SCALE:FILE:
5 11843A1019S400
DETAIL
1" = 1'-0"
WALL
WALL
(TYP)

INTO CMU (TYP)
W/ 12" EMBED

ANCHOR BOLT
1/2"Ø F1554
19S02
19S02
SECTIONS AND DETAILS 3
GENERAL NOTES:

STRONG-TIE A35SIMPSON
2x FASCIA
(2) 2x TOP PL
NOTES 3 & 4
(2) 2x TOP PLATE SEE
(TYP)
2x BLOCKING

BLOCKING
2x CONT SHAPED

SEE ARCHITECTURAL DWGS
2x RAKE FASCIA BOARD.

NOTES 2 & 3
(2) 2x TOP PLATE SEE
2x BLOCKING (TYP)

SEE ARCHITECTURAL DWGS
2x EAVE FASCIA BOARD.

A35 CLIP (TYP)STRONG-TIE SIMPSON
A35 (TYP)

SIMPSON STRONG-TIE

MISTY WOODS ASR WELL
EQ

BLOCKING DETAILS

FASCIA AND SOFFIT

DRAWINGS FOR

SEE ARCHITECTURAL
50 A35 CONNECTORS.

5. PROVIDE (12) 0.131" x 1 1/2" FASTENERS AT SIMPSON STRONG-TIE OPPOSITE FACES OF MEMBER.

4. STAGGER SIMPSON STRONG-TIE A35 CLIPS WHEN INSTALLED ON TOP PLATE AT SPLICE LOCATION.

3. PROVIDE SIMPSON STRONG-TIE MSTA 21 STRAP AT EACH SIDE OF TOGETHER WITH 10d NAILS @6".PRESSURE TREATED. STAGGER STITCH NAIL TOP PLATES

2. (2) 2x10 TOP PLATE FOR 12x8x16 CMU. TOP PLATE SHALL BE 1. SEE DRAWING 00GS01 FOR GENERAL STRUCTURAL NOTES. rwelch
No. 63626

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
PlotDate:13-DEC-20241:42:59PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

WJS
KHB
11843A1000GM001.dgn

X KEY TAG

PIPING SYMBOLS MECHANICAL SYMBOLS
V
K

ECCENTRIC PLUG VALVEMUD VALVE (PLAN VIEW)
ELBOW, 11.25 DEGREE
ELBOW, 22.5 DEGREE

SWING CHECK VALVE

FLEXIBLE COUPLING ADAPTERDISMANTLING JOINT

WAFER CHECK VALVE

GLOBE VALVE

ANCHORCAP
CROSS

LATERAL
TEE
UNION

FLANGED COUPLING ADAPTER

GROOVED END ADAPTER

FLANGED COUPLING ADAPTER

FLEXIBLE COUPLING

EXPANSION COMPENSATOR
ELBOW, 90 DEGREE

LUBRICATED PLUGBALL CHECK VALVE

KNIFE GATE VALVE

MIXING VALVE

DUAL CHECK VALVEDIAPHRAGM VALVE
FLANGE
ELBOW, 45 DEGREE

EXP JOINT

PINCH VALVE

PLUG VALVE
(RUBBER GASKET)

FLANGED JOINT

ADAPTER SIDETHRUST TIES

WITH THRUST TIESWELDED JOINT

CONTROL VALVEGATE VALVEBALL VALVECHARACTERIZED BALLBUTTERFLY VALVE

TEE DOWNMETAL BELLOWS EXP JOINT

FLEXIBLE COUPLING WITH

ELASTOMER BELLOWS

HUB & SPIGOT JOINT

GROOVED END JOINT

CONCENTRIC REDUCER

ELBOW DOWNELBOW UPTEE UP

LATERAL DOWNLATERAL UP
VALVE
(RESTRAINED)PUSH-ON JOINT
3-WAY GLOBE TYPE

NEEDLE VALVEPREVENTERCHECK BACKFLOW
MS
X
M
PUMP: ROTARYPUMP: METERINGCAVITYPUMP: CENTRIFUGALPUMP: PLUNGER

VENTURI TUBE
STRAINER: WYE TYPEWITH BLOWOFF
WEIR

SLUICE GATE
PUMP: DIAPHRAGM

TELESCOPING VALVE
VALVE: AIR RELIEFVALVE: ANGLE
PULSATION DAMPENERPRIMARY FLOW ELEMENT:PUMP: RECIPROCATINGPUMP: PROGRESSIVE X = U - ULTRASONICX = TH - THERMALX = R - ROTAMETERX = M - MAGNETICX = C - CORIOLISPRIMARY FLOW ELEMENT:

PUMP: SUBMERSIBLE
PUMP: SCREW
FLUME
PRIMARY FLOW ELEMENT: ORIFICE PLATEX = PT - PITOT TUBE

ROTARY CHEMICALRUPTURE DISK

SLIDE GATE

SAMPLE PORT

SIGHT GLASS
FEEDER
PRIMARY FLOW ELEMENT:X = T - TURBINEX = P - PROPELLER
PRIMARY FLOW ELEMENT:

X = D - DENSITY

FLOW SWITCHFIRE HYDRANT
RADARPRIMARY LEVEL ELEMENT:

THERMOMETER

W/ EXTERNAL PRESSURE TAPBACKPRESSURE REGULATOR

THREE WAY VALVE

BACKPRESSURE REGULATOR
PUMP: PERISTALTIC TUBE METERING

THREE WAY VALVETHREE WAY VALVEMOTOR OPERATED

SELF-CONTAINED

AIR OPERATEDSOLENOID OPERATED
PRESSURE-REDUCINGPRESSURE-REDUCINGREGULATOR: SELF-CONTAINED DIFFUSERAIR VENTOR FLUSHINGRECIPROCATINGDRAINBLOWERQUICK DISCONNECTPRIMARY LEVEL ELEMENT:HIGH PRESSURE AIRBATCHMETERAIR OR CHEMICALCOMPRESSOR:ELECTRIC MOTOREXPANSION JOINT,EQUIPMENT DRAIN PUMP: VERTICAL LIFT
PIPE REDUCER: CONCENTRIC
FLEXIBLE VIBRATIONCOMPRESSOR/TURBINECALIBRATION COLUMNDIAPHRAGM SEALJOINTEJECTOR OR EDUCTORFLAME ARRESTERFLOOR DRAINFLAME ARRESTER WITHPRESSURETHERMALLY OPERATED VALVEFAN: EXHAUST/SUPPLYFILTERWEIRFLOAT SWITCH ULTRASONICPRIMARY LEVEL ELEMENT:

OIL OR MOISTURE TRAPGAUGE: PRESSUREGAUGE: DIFFERENTIALMIXERPRIMARY LEVEL ELEMENT:BUBBLER

BASKET STRAINER
PRIMARY LEVEL ELEMENT:ELECTRODEPRIMARY LEVEL ELEMENT:FLUID

SINGLE LINE DESCRIPTION SINGLE LINE DESCRIPTION SINGLE LINE DESCRIPTION

DOUBLE LINE SINGLE LINE DESCRIPTION SINGLE LINE DESCRIPTION

IDENTIFICATION SYMBOLS

PROCESS LINE SYMBOLS

LINE SYMBOLS
CONTINUATION TO DWG NO.CONTINUATION FROM DWG NO.

UNIQUE IDENTIFIER

CHEMICAL INJECTION POINT

CONTINUATION TAG

PIPE ABOVE OR BELOW GROUND
DEMO

EXISTING
FUTURE

OR STRUCTURE

PIPE UNDERNEATH SLAB PRIMARY PROCESS FLOW IN CHANNEL

SECONDARY PROCESS FLOW IN CHANNEL

PRIMARY PROCESS FLOW IN PIPE

SECONDARY PROCESS FLOW IN PIPE

PIPE DESIGNATOR

EQUIPMENT / VALVE TAG

PIPE SIZE FLOW STREAM

PIPE MATERIAL CHANGE
M

XXX-XX-XXXX
X" XXX
C
B
A
DWG NO.

CHEMICAL
(FOT. FOB)ECCENTRIC REDUCER
(FOT, FOB)PIPE REDUCER: ECCENTRIC

PLUG VALVECONCENTRIC

FOUR WAY VALVE

CONE VALVEPRESSURE RELIEFREGULATORPRESSURE-REDUCINGVACUUM VALVE REGULATOR W/EXTERNAL PRIMARY LEVEL ELEMENT: STRAINER: WYE TYPEPRESSURE TAP INVERTED COLUMN

MECHANICAL

GENERAL MECHANICAL NOTES AND LEGEND
51 HOSE VALVE, BIB

ROTAMETER

SILENT CHECK VALVE
00GM01
DM
rlinsenmann
No. 37915

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
PlotDate:13-DEC-20246:07:46AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

WJS
KHB

GENERAL PLUMBING NOTES, ABBREVIATIONS,

AND SYMBOLS
11843A1000GM002.dgn

WT (SANITARY) WASTE

WALL CLEANOUTVENT THROUGH ROOFTANK DRAINSHOCK ABSORBER

NON-POTABLE WATERHOSE END VALVEFACE/BODY SPRAYFLOW ALARM SWITCH

W&VW&TWHWFWCOWVTRVACUNOTYPTDT&PSSKSKSFSA

OEDNPWMAXLSVKUKSIPSIOSINVHWRHPHEVF/BSFSFASEWUESEWESECODCOCONTBOPBLDGBFPLBV S
ADAFF@ AT

AREA DRAINABOVE FINISHED FLOOR
BWV

BACKFLOW PREVENTERBUILDINGBOTTOM OF PIPEBACKWATER VALVE

CL CENTERLINECACICOCW

COMPRESSED AIRCAST IRONCLEANOUTCONTINUOUS, CONTINUECUBIC FEETCHECK VALVECOLD WATER

CU FTCVDIDNDWG

DRAINDOUBLE CLEANOUTDUCTILE IRONDOWNDRAWING
ELEWC

EMERGENCY WATER EXTERIOR CLEANOUTELEVATIONEMERGENCY SHOWEREMERGENCY SHOWER / EYEWASH STATIONELECTRIC WATER COOLEREYE WASH UNIT

FCOFDFEFHV&CFV

FLOOR CLEANOUTFLOOR DRAINFIRE EXTINGUISHERFIRE HOSE VALVE AND CABINETFLOW SWITCHFIRE VALVE GPM

GASGALLONS PER MINUTE
HBHDHW

HOSE BIBBHUB DRAINHANDICAPPED (ADA ACCESSIBLE)HOT WATERHOT WATER RETURNINVERTINSTALLED BY OTHER SECTIONIRON PIPE SIZEKITCHEN SINKKITCHEN UNIT LABLAV

LABORATORYLAVATORYLOCKABLE BALL VALVELOCK SHIELD VALVE
MINMR

MAXIMUMMINIMUMMOP RECEPTOR

ND NUMBER

OPEN END OR OPEN EQUIPMENT DRAIN
RPBP
R RD
RM

ROOF DRAINROOMBACKFLOW PREVENTER

SSHSHTSPSQSS

SOILSQUARE FOOTSHOWERSHEETSPRINKLERSQUARESANITARY SEWERSINKSAMPLE T

THKTPTWTWH

TEMPERATURE & PRESSURE RELIEFTHICK(NESS)TRAP PRIMERTEPID WATERTANKLESS WATER HEATERTYPICAL U
UR

UNLESS NOTED OTHERWISEURINAL
V V
VBVE

VENTVACUUMVACUUM BREAKERVACUUM EXHAUST
W

W/WCWHS

WASTEWITHWATER CLOSETWASH FOUNTAINWALL HYDRANTWASH HOSE STATIONWASTE & TRAPWASTE & VENT

CLEANOUT
CO

FLOOR CLEANOUT

WCO WALL CLEANOUT
YCO

HUB DRAINHOSE RACKWATER PROOF SLEEVE
"DROP" DENOTES PIPES WHICH DO NOT."DN" DENOTES PIPE WHICH PENETRATE THE FLOOR BELOW.

DN OR DROP
"RISE" DENOTES PIPES WHICH DO NOT."UP" DENOTES PIPE WHICH PENETRATE THE FLOOR ABOVE.

UP OR RISE
DIRECTION OF FLOW WITHIN THE PIPE LINE.THE TERMS HAVE NO RELEVANCE TO THEIMAGINARY PLANE OF VIEW.IN WHICH A PIPE LINE CONTINUES FROM THEUSED TO INDICATE THE VERTICAL DIRECTION NOTE:THE TERMS "DN" "DROP" "UP" & "RISE" ARE

ETP ELECTRONIC TRAP PRIMEREWH ELECTRIC WATER HEATER
OR

FLOOR DRAIN

P-TRAPTEETEE UPTEE DOWNLOCKABLE BALL VALVECHECK VALVEGATE VALVEBALL VALVEGLOBE VALVEBUTTERFLY VALVEPLUG VALVEPRESSURE REGULATOR VALVE

VENTSOIL OR WATER (DRAINAGE)TEMPERED WATER (POTABLE)NON-POTABLE WATERNEW SANITARY SEWEREXISTING SANITARY SEWERNEW COLD WATER (POTABLE)EXISTING COLD WATER (POTABLE)NEW HOT WATER (POTABLE)EXISTING HOT WATER (POTABLE)

REDUCED PRESSURE

DOUBLE YARD CLEANOUTHOSE BIBB OR WALL HYDRANT

WHA WATER HAMMER ARRESTOR

FLOW CONTROLVALVECOLD BYPASS

HWS HOT WATER SUPPLY

ABBREVIATIONS PLUMBING LINE SYMBOLS

PLUMBING SYMBOLS

POUNDS PER SQUARE INCHPROTECTED WATER

P&TPSLPSIPRHPRWEDPHW
CAD
E
F
G
K
L
O
P P

PDPGPHPVCPW

PUMP DISCHARGEPRESSURE GAUGEPOST HYDRANTPROTECTED HOT WATERPRESSURE WATERHIGH PRESSURELOW PRESSUREPRESSURE & TEMPERATUREPOLYVINYL CHLORIDEPOTABLE WATER APPEAR ON THE CONTRACT DRAWINGS.ABBREVIATIONS. NOT ALL ITEMS SHOWN HERE NOTE:THIS IS A GENERAL LIST OF SYMBOLS AND

UNIONBOTTOM CONNECTIONTOP CONNECTIONBACKFLOW PREVENTERREDUCED PRESSURETEMPERATURE GAUGERE-CIRCULATION PUMP B
G
H
I
M
N
52 PLUMBING 00GM02
jshaffer
CG
No. 37915

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
PlotDate:13-DEC-20246:08:10AMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

HUMIDISTATTHERMOSTAT 60" ABOVE FINISH FLOOR

ROOF VENT OR ROOF FANUNIT HEATER (HORIZONTAL TYPE)

INLINE/AXIAL FANROOF/SIDEWALL FANCENTRIFUGAL FAN

DIRECT EXPANSION COILCOOLING COILCONTROL PANELSOLENOID VALVEGAS HEATER

ELECTRIC HEATER
FILTER

MOTOR OPERATED VALVE

UNIT HEATER (VERTICAL TYPE)

TURNING VANESFLEXIBLE DUCTACCESS DOOR

FLEXIBLE CONNECTION

SIDE MOUNT DEVICE

ROUND DUCT

DIRECTION OF FLOW

TO SPACEFROM SPACE
20x12 16 DIA20x12 16x8
AD
AD
R
20x1220x12
12x20

NOTES DUCTWORK SYMBOLS EQUIPMENT SYMBOLS REGISTERS, GRILLES & LOUVERS SYMBOLS

MOTORIZEDBACKDRAFTBALANCING
OR
FD

FEATURE SYMBOL FEATURE SYMBOL FEATURE SYMBOL

DAMPERS

SUPPLY RETURN EXHAUST
M
M

FIRE W/ ACCESS DOOR

DUCT SMOKE DETECTOR

9. PROVIDE TURNING VANES IN ALL ELBOWS. (SHOWN OR NOT)

8. COORDINATE FINAL LOUVER SIZE AND LOCATION WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS.

OUT AT ALL LOCATIONS WHERE THEY APPLY.

7. TYPICAL DETAILS SHALL BE USED FOR ALL PERMANENT WORK EVEN THOUGH THEY ARE NOT CALLED

6. THIS IS A GENERAL LIST OF SYMBOLS. NOT ALL ITEMS SHOWN HERE APPEAR ON CONTRACT DRAWINGS.

FURNISHED AND INSTALLED BY THE CONTRACTOR AS SPECIFIED.

OTHERWISE DETAILED ON THE DRAWINGS ALL PIPE AND DUCT SUPPORTS SHALL BE DESIGNED,

5. NOT ALL AND ONLY CERTAIN TYPES OF SUPPORTS ARE SHOWN ON THE HVAC DRAWINGS. UNLESS AS SHOWN ON THE TYPICAL DETAILS.

4. UNLESS OTHERWISE SHOWN ON THE DRAWINGS ALL FLOOR SLAB AND WALL PENETRATIONS SHALL BE HVAC SYSTEMS TO PROVIDE THE COMPLETE SYSTEM.

NOT EVERY FITTING AND OFFSET IS SHOWN. THE CONTRACTOR SHALL FURNISH, INSTALL AND TEST ALL ETC. REQUIRED FOR THE COMPLETE SYSTEM. SMALL PIPING IS SHOWN APPROXIMATELY TO SCALE BUT

3. HVAC PIPING AND DUCTWORK DRAWINGS DO NOT SHOW ALL DRAINS, VENTS, OFFSETS AND FITTINGS PIPE TO OTHER TYPES OF METALLIC PIPING.

2. DIELECTRIC COUPLINGS, FLANGES OR UNIONS SHALL BE INSTALLED AT ALL CONNECTIONS OF COPPER STRUCTURAL DRAWINGS.

EQUIPMENT SHALL BE SET ON CONCRETE PADS CONFORMING TO DETAILS SHOWN ON THE TYPICAL SHALL BE DETERMINED BY THE CONTRACTOR FOR THE EQUIPMENT FURNISHED. ALL FLOOR MOUNTED

1. SIZES OF EQUIPMENT PADS INDICATED ON THE DRAWINGS ARE APPROXIMATE. EXACT DIMENSIONS

FIRST NUMBER IS TOPDUCT SECTION, NEGATIVE PRESS FIRST NUMBER IS TOPDUCT SECTION, POSITIVE PRESS

RISE, (D) DROPELEVATION CHANGE (R)

IS SIDE SHOWNDUCT SIZE- FIRST NUMBER

COMPRESSORA/C OR HEAT PUMP

TRANSFER GRILLEARROWS INDICATE FLOW DIRECTIONSUPPLY DIFFUSER OR GRILLEARROWS INDICATE FLOW DIRECTIONRETURN DIFFUSER OR GRILLEARROWS INDICATE FLOW DIRECTIONEXHAUST DIFFUSER OR GRILLE

OR DUCT TAKEOFF REGISTER, GRILLE, DIFFUSERBOTTOM MOUNT DEVICE

TRANSITION RECTANGULARRECTANGULAR TO ROUND TRANSITION RECTANGULAR TOPRESSURE) DIAGONAL FOR NEGATIVEELBOW TURNED UP (USE ONEPOSITIVE PRESSURE DUCT -PRESSURE) DIAGONAL FOR NEGATIVEELBOW TURNED DOWN (USE ONEPOSITIVE PRESSURE DUCT -

INSTALLATION

CONFIRM ORIENTATION OF

SMOKE DETECTORINSTALLATION

CONFIRM ORIENTATION OF
SMOKE

INSTALLATION

CONFIRM ORIENTATION OFCOMBINATION SMOKE AND FIRE
T
S
M
H

TYPE OF REGISTER
SIDEWALL-ADJUSTABLE;
CFM FLOW PATTERN;

BOOT (IF REQ'D)NECK SIZEC-CORNER
(AS DESCRIBED INOR GRILLE
400/4
SR-1(B)/12x12

SPECIFICATIONS)

LEGEND FOR REGISTERS & GRILLES

PRESSURE DIFFERENTIAL SWITCH
PD

AIR FLOW SWITCH AFS
C
C
D
X

DUCT UP THRU ROOF OR FLOOR

ABBREVIATIONS

BDD BACKDRAFT DAMPERBOD BOTTOM OF DUCTAFF ABOVE FINISHED FLOORBD BALANCING DAMPER @ AT

CHDG DOOR GRILLE

EA EXHAUST AIR

FA FOUL AIR
MD

RA RETURN AIRRR RETURN REGISTER OR GRILLE

SA SUPPLY AIRSDSFDSR

SMOKE DAMPER OR SMOKE DETECTORSMOKE & FIRE DAMPER COMBINATIONSUPPLY REGISTER, GRILLE OR DIFFUSER D
A
BCEF
M
PRS

AFS AIR FLOW SWITCHAHU AIR HANDLING UNITBLR BOILER

EF EXHAUST FANEUH ELECTRIC UNIT HEATER
NCNO

NORMALLY CLOSEDNORMALLY OPEN
N

MAU MAKEUP AIR UNIT

MOTORIZED DAMPER

O OA OUTSIDE AIR

PPU POSITIVE PRESSURIZATION UNIT

W WUH WATER UNIT HEATER

AC AIR CONDITIONINGCO CARBON MONOXIDE DETECTOR

CHILLER
CTCSCU

COOLING TOWERCURRENT SENSORCONDENSING UNIT

DP DIFFERENTIAL PRESSURE

ECU EVAPORATIVE COOLING UNIT

FD FIRE DAMPERFCU FAN COIL UNIT

G GUH GAS UNIT HEATERH HP HEAT PUMP

OCF ODOR CONTROL FANSF SUPPLY FAN

V VAV VARIABLE AIR VOLUME

LOUVER/BRICK VENT - OPERABLELOUVER/BRICK VENT - FIXEDDUCT DOWNDUCT UP

CURRENT SENSOR CS
11843A1000GM003.dgn
WJS
KHB

AND SYMBOLS

GENERAL HVAC NOTES, ABBREVIATIONS,
53 AFF ABOVE FINISHED FLOOR
HVAC
jshaffer
CG
00GM03
No. 63626

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
PlotDate:13-DEC-20245:36:36PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

MED
DPF
11843A1000GM004.dgn

MECHANICAL
PROCESS EQUIPMENT AND PIPE SCHEDULES 1

VALVE AND PUMP STATUS FOR VARIOUS MODES OF OPERATION VALVE ACTUATOR SCHEDULE

TAG PROCESS EQUIPMENT
VALVE
TYPE

RECHARGE
(COLUMN ONLY)

RECHARGE
(COLUMN +

ANNULUS)

WASTE RECOVERY FILTER
BYPASS

MAINTENANCE
(OFF)

STORAGE
(MAINTENANCE)
VALVE
TYPE

SIZE DUTY

ACTUATOR
TYPE
NEMA

RATING VOLTAGE CONTROLS COMMENT
CAMPUS OAKS WELL 13WD34-PUIMP-30101 ASR PUMP WITH VFD SPEED CONTROL N/A OFF OFF ON ON ON OFF OFF N/A N/A N/A N/A N/A N/AWD34-FCVX-30150 AS

MODULATING RECHARGE CONTROLVALVE

BFV OPEN
(MODULATING)
OPEN
(MODULATING)

CLOSED CLOSED CLOSED CLOSED CLOSED BFV
8"
MD MOD 4X 120/1/60
WD34-MOVX-30130 AS PUMP COLUMN RECHARGE CONTROL BFV OPEN OPEN CLOSED CLOSED CLOSED CLOSED CLOSED BFV 12" STD O/C 4X 120/1/60WD34-VALV-30111 AS

MODULATING DOWNHOLE RECHARGECONTROL VALVE

DHCV OPEN
(MODULATING)
OPEN
(MODULATING)

CLOSED CLOSED CLOSED CLOSED CLOSED DHCV
12"
MD MOD 4X NEED TO

CONFIRM

USE THE BASKI VENDOR CONTROLPANEL
WD34-MOVX-30120 AS WELL ANNULUS RECHARGE VALVE

BFV CLOSED OPEN
(MODULATING)

CLOSED CLOSED CLOSED CLOSED CLOSED BFV
12"
STD O/C 4X 120/1/60
WD34-MOVX-30160 AR AQUIFER RECOVERY PRODUCTION BFV CLOSED CLOSED CLOSED OPEN OPEN CLOSED CLOSED BFV 12" STD O/C 4X 120/1/60 AWD34-MOVX-30140 AF AQUIFER & WELL FLUSH TO WASTE BFV CLOSED CLOSED OPEN CLOSED CLOSED CLOSED CLOSED BFV 10" STD O/C 4X 120/1/60 A TRICKLE FLOW VALVE BV CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED OPEN (MANUAL) BV 3/4" N/A O/C N/A N/A WD34-PDTX-30106 PRESSURE REDUCING VALVE 10"

MANUAL N/A N/A PRV HAS A VERTICAL INLET,

HORIZONTAL OUTLET (ANGLE
WD34-PDIT-30151 STRAINER 10" MANUAL N/A N/A VERTICAL CONFIGURATIONMISTY WOOD WELL 19WD34-PUIMP-36101 ASR PUMP WITH VFD SPEED CONTROL N/A OFF OFF ON ON ON OFF OFF N/A N/A N/A N/A N/A N/AWD34-FCVX-36150 AS

MODULATING RECHARGE CONTROLVALVE

BFV OPEN
(MODULATING)
OPEN
(MODULATING)

CLOSED CLOSED CLOSED CLOSED CLOSED BFV
8"
MD MOD 4X 120/1/60
WD34-MOVX-36130 AS PUMP COLUMN RECHARGE CONTROL BFV OPEN OPEN CLOSED CLOSED CLOSED CLOSED CLOSED BFV 12" STD O/C 4X 120/1/60WD34-VALV-36111 AS

MODULATING DOWNHOLE RECHARGECONTROL VALVE

DHCV OPEN
(MODULATING)
OPEN
(MODULATING)

CLOSED CLOSED CLOSED CLOSED CLOSED DHCV
12"
MD MOD 4X Need to
Confirm

USE THE BASKI VENDOR CONTROLPANEL
WD34-MOVX-36120 AS WELL ANNULUS RECHARGE VALVE

BFV CLOSED OPEN
(MODULATING)

CLOSED CLOSED CLOSED CLOSED CLOSED BFV
12"
STD O/C 4X 120/1/60
WD34-MOVX-36160 AR AQUIFER RECOVERY PRODUCTION BFV CLOSED CLOSED CLOSED OPEN OPEN CLOSED CLOSED BFV 12" STD O/C 4X 120/1/60 AWD34-MOVX-36140 AF AQUIFER & WELL FLUSH TO WASTE BFV CLOSED CLOSED OPEN CLOSED CLOSED CLOSED CLOSED BFV 8" STD O/C 4X 120/1/60 A TRICKLE FLOW VALVE BV CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED OPEN (MANUAL) BV 3/4" N/A O/C N/A N/A WD34-PDTX-36106 PRESSURE REDUCING VALVE 10"

MANUAL N/A N/A PRV HAS A VERTICAL INLET,

HORIZONTAL OUTLET (ANGLE
WD34-PDIT-36151 STRAINER 10" MANUAL N/A N/A VERTICAL CONFIGURATIONAbbreviations:

Type: Duty: Service: NEMA Rating: Controls:

BFV = Butterfly Valve MD = Modulating duty (~1,200 starts/hr) MOD = Modulating 4X for general locations A = Analog (4-20mA) control, modulatingBV = Ball Valve STD = Standard service (0-60 starts/hr) duty O/C - Open/Close 6P for vaults and possible submergence D JOD = Position control using discrete jumpsPV = Plug Valve XP for Class I, Division 1 and Division 2 locations D O/C - Discrete open/closeSG = Slide Gate DN = DeviceNet DP = Profibus DPE-IP = Ethernet/IP

PIPE SCHEDULE ABBREVIATIONS
ABBREVIATIONS TO DESIGNATE TEST PRESSURE/METHOD PER SPECIFICATION SECTION 15956:AM AIR METHODGR GRAVITY METHODHH HIGH HEAD METHODLH LOW HEAD METHODSC SPECIAL CASEABBREVIATIONS TO DESIGNATE PIPE MATERIAL:BSP BLACK STEEL PIPECI CAST IRONCISP CAST IRON SOIL PIPECL CLASS, FOLLOWED BY THE DESIGNATIONCPVC CHLORINATED POLYVINYL CHLORIDEDIP DUCTILE IRON PIPINGFRP FIBERGLASS REINFORCED PIPEGA GAUGE, PRECEDED BY THE DESIGNATIONGE GROOVED END JOINTGSP GALVANIZED STEEL PIPEHDPE HIGH DENSITY POLYETHYLENE PVC POLYVINYL CHLORIDESCH SCHEDULE, FOLLOWED BY THE DESIGNATIONSDR STANDARD DIMENSION RATIOSST STAINLESS STEELVCP VITRIFIED CLAY PIPINGWSP WELDED STEEL PIPEABBREVIATIONS TO DESIGNATE PIPING JOINTS/FITTINGS & COATING/LINING:B&SP BELL & SPIGOTBFW BUTT FUSION WELDBW BUTT-WRAPPEDBZD BRAZEDCF COMPRESSION FITTINGSCM CEMENT MORTAREPP EPOXY POLYURETHANE COATING (SEE SECTION 09960)FL FLANGEDGE GROOVED ENDMJ MECHANICAL JOINTNH NO HUBPEE POLYETHYLENE ENCASEMENTPO PUSH ONRMJ RESTRAINED MECHANICAL JOINTRPO RESTRAINED PUSH ONSCRD SCREWEDSFW SOCKET FUSION WELDSLD SOLDEREDSW SOLVENT WELDWLD WELDED ABBREVIATIONS TO DESIGNATE LINING AND COATINGS:CEP CERAMIC EPOXYCTP COAL TAR PITCHCM CEMENT MORTAREPP EPOXY AND POLYURETHANE COATING SYSTEM PER SECTION 09960FBE FUSION BONDED EPOXYGL GLASS LININGPEN POLYETHYLENE ENCASEDPTW POLYETHYLENE TAPE WRAPWAE WATERBORNE ACRYLIC EMULSIONZNC ZINC 00GM04
DM
54 DFassbinder

REG I ST ERED PROFESS I ONA L ENG I NEER ST EPHEN BE L S ER

S T A T E O F CA L I FOR N I A

M E C H A N I C A L
M 40713
No. 63626

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
PlotDate:13-DEC-20243:32:36PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

MED
DPF
11843A1000GM005.dgn

MECHANICAL
PROCESS EQUIPMENT AND PIPE SCHEDULES 2

PIPING SCHEDULE
ABBR. SERVICE DIAMETER (INCHES) MATERIALS
3 MIN. PRESSURE

CL, SPECIAL

THICKNESS CL,

OR SCHEDULE

JOINTS/

FITTINGS
4 TEST

PRESSURE/
METHOD
1,2
LINING
5 COATING
6 PIPE SPEC

SECTION

COATING COLOR COMMENTS

AF AQUIFER FLUSH
BURIED ALL DIP 150 RPO OR RMJ 200 PSI/HH CM 2 LAYERS PEE 15244

CLEAR PEE PER CITY

CONSTRUCTION STANDARDS

CLS CHLORINE SOLUTION
EXPOSED ALL PVC SCH 80 SW
175 PSI/HH
NONE NONE 15230 YELLOW
BURIED ALL PVC SCH 80 SW NONE NONE 15230

SD STORM DRAIN
BURIED SMALLER THAN 8" PVC SDR 35 B&SP
10 FEET/GR
NONE NONE 15247
8" AND LARGER RCP MIN CLASS III B&SP NONE NONE 15229

DR DRAIN

EXPOSED,

INTERIOR
1-1/2" TO 10" PVC SCH 80 SW
10 FEET/GR

NONE NONE
15400
CONC. ENCASED ALL PVC SCH 80 SW NONE NONE

FI / FE FILTER INFLUENT / EFFLUENT
ALL 1" AND SMALLER PVC SCH 80 SW
150 PSI/HH

NONE NONE DARK BLUE
EXPOSED ALL DIP 150 RMJ OR FL CM EPP 15211 DARK BLUE
CONC. ENCASED ALL DIP 150 RMJ CM CTE 15211
BURIED ALL DIP 150 RPO OR RMJ CM 2 LAYERS PEE 15211

CLEAR PEE PER CITY

CONSTRUCTION STANDARDS
2" AND SMALLER PVC SCH 80 SW NONE NONE 15244LARGER THAN 2" PVC SCH 80 RPO NONE NONE 15244

FPW FIRE PROTECTION WATER
BURIED
ALL
DIP 150 RPO OR RMJ
200 PSI/HH
CM 2 LAYERS PEE 15244

CLEAR PEE PER CITY

CONSTRUCTION STANDARDS
CONC. ENCASED ALL DIP 250 FL OR RMJ CM CTE 15244

IRR IRRIGATION
BURIED ALL PVC SCH 40 SW 200 PSI/HH NONE NONE 15230 WHITE

NAF SODIUM FLUORIDE
EXPOSED ALL PVC SCH 80 SW
150 PSI/HH
NONE NONE 15230 GREEN
1" AND SMALLER PFA 0.0625 in CF NONE NONE
BURIED ALL PVC SCH 80 SW NONE NONE 15230

PW POTABLE WATER / SOFTENED WATER
EXPOSED 3" AND SMALLER COPPER ASTM B88 SOLDERED
200 PSI/HH

NONE NONE
EXPOSED 4" AND LARGER DIP CL 53 FL OR GE CM EPP 15211 LIGHT BLUE CONC. ENCASED 4" AND LARGER DIP 250 FL OR RMJ CM CTE 15244 BURIED ALL DIP 150 RPO OR RMJ CM 2 LAYERS PEE 15244

CLEAR PEE PER CITY

CONSTRUCTION STANDARDS
2" AND SMALLER PVC SCH 80 SW NONE NONELARGER THAN 2" PVC SCH 80 RPO NONE NONE

RW RECYCLED WATER
ALL PVC SCH 40 SW 200 PSI/HH NONE NONE 15230 PURPLE

SAM SAMPLE LINE
EXPOSED ALL PVC SCH 80 SW
150 PSI/HH
NONE NONE 15230 VARIES
BURIED ALL PVC SCH 80 SW NONE NONE

SH SODIUM HYPOCHLORITE
EXPOSED ALL CPVC SCH 80 SW
150 PSI/HH
NONE NONE 15230 YELLOW
1/2" AND SMALLER PFA 0.0625 in CF NONE NONE

SS SANITARY SEWER

EXPOSED
ALL PVC SCH 80 SW
10 FEET/GR NONE NONE 15247

LIGHT GRAY

CONCRETE

ENCASED BELOW

STRUCTURE

BURIED ALL PVC
SDR 26 PER ASTM
D3034
PO
2" PRESSURIZED PVC SCH 80 SW 150 PSI/HH NONE NONE 15230 V VENT
ALL ALL PVC SCH 80 SW 10 FEET/GR NONE NONE 15230
NOTES:
1 ALL PIPING TO BE FULLY RESTRAINED FOR HH TESTS
ABBREVIATIONS:
2 TEST PRESSURE/METHOD: METHODS ARE SPECIFIED IN SECTION 15956 - PIPING SYSTEMS TESTING.

AM AIR METHOD

GR GRAVITY METHOD

HH HIGH HEAD METHOD

LH LOW HEAD METHOD

SC SPECIAL CASE
3 MATERIALS:

DIP DUCTILE IRON PIPE

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE
4 JOINTS/FITTINGS

B&SP BELL AND SPIGOT

CF COMPRESSION FITTING

FL FLANGE

GE GROOVED END JOINT

PO PUSH ON

RMJ RESTRAINED MECHANICAL JOINT

RPO RESTRAINED PUSH ON JOINT

SW SOLVENT WELDED
00GM05
DM
jshaffer
55 REG I ST ERED PROFESS I ONA L ENG I NEER ST EPHEN BE L S ER

S T A T E O F CA L I FOR N I A

M E C H A N I C A L
M 40713
T
T

PUMP ROOM

CHEMICAL ROOM

ELECTRICAL ROOM

RESTROOM
B
13M02
16" PW
C
13M02
1 4
5 3
10 8
E
13M10
D
13M03
N 2047083.84
E 6736410.80
N 2047078.01
E 6736394.51

FROM DISTRIBUTION
& 2" BACKFLOW

PREVENTER

SEE CIVIL YARD PIPING PLAN
FROM 4" FDC
& BACKFLOW

PREVENTER
3" GRAVEL FILL TUBE
3 15
15 3
2" SOUNDING TUBE,

AND LEVEL

TRANSMITTER,
SEE DWG 13M10
WD34-PUMP-30101
N 2047061.09
E 6736373.39
12" AS
2 WD34-FCVX-30120
3 4" V
WD34-FCVX-30150
12" AR
3' - 0"
4" TANK VENT SEE

CHEM ROOM DWG
13M10
TYP
CY119
TYP
MP140

FROM/TO

DISTRIBUTION
CL 124.00
SEE DWG 13E11
22 7
27 9
D
16 SEE DWG 13M05
13 TO STORM DRAIN

AIR-GAP STRUCTURE
WD34-MOVX-30160
1 13M03
2 13M03
23 NITROGEN GAS

CYLINDER TANK

DHCV VCP
(x2 FOR TWO

MONITORING WELLS)
POWER AND 1"

SAMPLE LINE FROM

THE MONITORING WELL
18 17

NITROGEN
2 TUBES

NITROGEN
2 HOSES

PRELUBE AND TRICKLE
FLOW. SEE SECTION
1/13M03
12" AS/AR

PRESSURE INDICATING

TRANSMITTER
24 WD34-PITX-30109
3/4" NAF
3/4" SH
11 12
TYP
MC777
TYP
MC777
9' - 2"
10" AF
12" AS/AR
12" FE
(TYP)
5' - 0"

ENCASEMENT (TYP)
20 20
3/4" TW 12" AS/AR
WD34-MOVX-30140
WD34-MOVX-30130
12" x 10" RED
10" AS
3'-0" MIN

ROSSUM SAND
TESTER
2" PW
4" FPW
CL 124.00 CL 120.54 CL 124.00
1/4" NITROGEN VENT
26 14
21 10" AF
BYPASS
1/2" SAM
TO FUTURE 12" FI
FROM FUTURE 12" FE
L
13M09

OPERATOR INTERFACE, SEE
KEYNOTE 1 ON SHEET 13GN01
28 6
3'-0" MIN
25 GENERAL NOTES:

1. SEE CIVIL FOR PIPING CONTINUATIONS

2. NOT ALL REQUIRED PIPE SUPPORTS ARE SHOWN.

3. DRAWINGS ARE DIAGRAMMATICAL AND NOT EVERY PIPING OFFSET,

SIZE, MATERIAL, FITTING, VALVE, INSTRUMENT, OR DIELECTRIC IS SHOWN, PROVIDE AS REQUIRED. PROVIDE MINOR MODIFICATIONS TO PIPING AND SUPPORTS AS REQUIRED. SEE THE PROCESS AND INSTRUMENTATION DIAGRAMS AND SPECIFICATION SECTION 15052- COMMON WORK RESULTS FOR GENERAL PIPING.

KEY NOTES:

1. ASR WELL PUMP

2. WELL ANNULUS RECHARGE VALVE

3. 2" AIR RELEASE VALVE (TYP)

4. RESTRAINED FLANGE COUPLING ADAPTER (TYP)

5. BI-DIRECTIONAL FLOW METER

6. 1" SPARE NIPPLE AND FULL-PORT BALL VALVE FROM

CENTERLINE SIDE OF PIPE

7. AQUIFER & WELL FLUSH TO WASTE VALVE.

8. PRESSURE REDUCING VALVE.

9. MODULATING RECHARGE CONTROL VALVE.

10. AQUIFER RECOVERY PRODUCTION VALVE.

11. FLUORIDE INJECTION SIM TO TYP DETAIL MC777/TYP. ROUTE TO THE CHEMICAL TRENCH DRAIN.

12. SODIUM HYPOCHLORITE INJECTION SIM TO TYP DETAIL
MC777/TYP. ROUTE TO THE CHEMICAL TRENCH DRAIN.

13. RESTRAINED FLEXIBLE COUPLING PER TYP DETAIL MP310/TYP.

14. 1/2" AIR RELEASE VALVE, SEE DETAIL 2/13M03.

15. INSTALL DIELECTRIC ISOLATION FLANGE AT INTERFACE

BETWEEN SST WELLHEAD AND DOWNHOLE WELL PIPING FROM
DISTRIBUTION PIPING.

16. INSTALL 1" SAMPLE TAP AND BALL VALVE, 1/2" TUBING,

POOL/HOUSE WATER FILTER CARTRIDGE WITH CLEAR CASING,

AND PREFORMED CHANNEL PIPE SUPPORTS AS REQUIRED FOR
VISUAL INSPECTION AND HAND TURBIDITY TESTING. WASTE TO
DRAIN. REFER TO P&ID DRAWINGS FOR LAYOUT AND VALVES.

17. FLUORIDE ANALYZER, SEE DETAIL 4/13M03.

18. CHLORINE ANALYZER, SEE DETAIL 4/13M03.

19. NOT USED

20. ROUTE 1/2" CHEMICAL FLUORIDE AND CHLORINE TUBING FROM

THE CHEMICAL PUMPS IN THE CHEMICAL ROOM THROUGH THE
CHEMICAL TRENCH DRAIN TO THE INJECTION POINTS. 3/4" PIPE SHALL BE USED AT THE INJECTION POINTS.

21. PUMP COLUMN RECHARGE CONTROL VALVE.

22. LOCATE BURIED SAMPLE TAP OUTSIDE OF CONCRETE
ENCASEMENT. INSTALL CORPORATION STOP. SEE SITE CIVIL
YARD PIPING PLAN.

23. NITROGEN PNEUMATIC HOSES TO DOWNHOLE CONTROL VALVE
(SEE WELLHEAD DETAIL).

24. AQUIFER FLUSH SWING CHECK VALVE.

25. ROUTE 1" SAMPLE LINE FROM EXISTING MONITORING WELL TO INSIDE BUILDING. ROUTE SAMPLE LINE TO AVOID OTHER ABOVE

PEDESTAL OR WALL MOUNTED ENCLOSURES, AT-GRADE
HANDHOLES, AND PIPE SUPPORTS AS REQUIRED.

26. MOUNT CABLE TO MAXIMIZE ACCESS TO WELLHEAD.

COORDINATE LOCATION WITH OPERATION STAFF DURING
CONSTRUCTION.

27. INSTALL SHELF, COORDINATE LOCATION WITH OPERATIONS
STAFF.

28. SWING CHECK VALVE WITH WEIGHTED ARM.
#

REG I ST ERED PROFESS I ONA L ENG I NEER

ST EPHEN BE L S ER

S T A T E O F CA L I FOR N I A

M E C H A N I C A L
M 40713
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:

PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/13/2024 2:29:24 PM
R:\d1341485\11843A1013M800.rvt
13M01

CAMPUS OAKS ASR WELL
BUILDING PLAN 56

MECHANICAL
SMB
OB
MED
SCALE:

PLAN A 1/4" = 1'-0"
178
12"x10" RED

WELL ANNULUS

RECHARGE VALVE
TYP
MP034 (TYP)
2" ARV

BI-DIRECTIONAL

MAG METER

MODULATING RECHARGE

CONTROL VALVE
10" PRESSURE

REDUCING VALVE
10" H-STRAINER
10"x8" RED
12"x8" RED
PUMP
10" AS/AR
12" AS/AR
WD34-FCVX-30120
12" AS
WD34-FITX-30104
12" AS/AR
WD34-MOVX-30160
3/4" DRAIN LINE

W/ BALL VALVE (TYP)

FROM BOTTOM OF PIPE

PRESSURE TRANSMITTER

AND PRESSURE INDICATOR

PRESSURE TRANSMITTER AND

PRESSURE INDICATOR
WD34-FCVX-30150
WD34-PDIT-30151
WD34-PDIT-30151
10"X12" REDUCER
WD34-PIXX-30150

PRESSURE INDICATOR

PRESSURE DIFF W/ BYPASS
WD34-PIXX-30106
12" AS/AR
WD34-MOVX-30140
10" AF
SCREEN
1" SPARE NIPPLE AND FULLPORT BALL VALVE FROM
CENTERLINE SIDE OF PIPE.

CL 124.00
CL 120.54
10" AS
PUMP
12" SWING

CHECK VALVE
12" AS/AR NITROGEN
HOSE

PRESSURE TRANSMITTER

AND INDICATOR
2" ARV
2 13M03
WD34-PSHH-30107

PRESSURE SWITCH
HIGH
WD34-PITX-30102
WD34-PIXX-30102
3/4" SH
3/4" NAF
1 13M03
TYP
MC777
TYP
MC777
GENERAL NOTES:

1. DRAWINGS ARE DIAGRAMMATICAL AND NOT EVERY PIPING OFFSET,

SIZE, MATERIAL, FITTING, VALVE, INSTRUMENT, OR DIELECTRIC IS SHOWN, PROVIDE AS REQUIRED. PROVIDE MINOR MODIFICATIONS TO PIPING AND SUPPORTS AS REQUIRED. SEE THE PROCESS AND INSTRUMENTATION DIAGRAMS AND SPECIFICATION SECTION 15052- COMMON WORK RESULTS FOR GENERAL PIPING.

2. PROVIDE ISOLATION FLANGE KIT BETWEEN THE WELLHEAD AND ABOVE GROUND PIPING.

REG I ST ERED PROFESS I ONA L ENG I NEER

ST EPHEN BE L S ER

S T A T E O F CA L I FOR N I A

M E C H A N I C A L
M 40713
1 2 3 4 5 6 7 8 9 4 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN
DESIGNED JOB NO.

DRAWING NO.

SHEET NO.

VERIFY SCALES

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF
FILE NAME:

PLOT DATE:

DRAFT FINAL SUBMITTAL

NOT FOR CONSTRUCTION
DECEMBER 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
11843A.10
12/13/2024 2:29:27 PM
R:\d1341485\11843A1013M800.rvt
13M02

CAMPUS OAKS ASR WELL
BUILDING SECTIONS AND DETAILS 1 57

MECHANICAL
SMB
OB
MED
SCALE:

SECTION
13M01 3/8" = 1'-0"
B
SCALE:

SECTION
13M01 3/8" = 1'-0"
C
178

NITROGEN

TANK (TYP)

DHCV VCP CHLORINE ANALYZER
PANEL

FLUORIDE ANALYZER
PANEL
3 13M03
13 NITROGEN
TUBE
14 ROUTE 2 NITROGEN TUBES

TO FLOOR DRAIN TRENCH

THEN TO WELLHEAD

MONITORING WELL

PUMP CONTROLLER, MOUNT

ON WALL, SHELF, OR POST,
SEE TYPICAL DETAILS EM210
AND MP218

SPARE NITROGEN TANK
1/2" BACKFLOW PREVENTER

W/ WYE STRAINER

SAMPLE LINE FROM
12" AS/AR, SEE 13M01

TO BUILDING DRAIN LINE,

SEE PLUMBING PLAN
1/4" NITROGEN VENT

THROUGH WALL
1/2" SAM
1/2" SAM

VENT SEE PLUMBING PLAN
WD34-PEXX-30122

PRESSURE TRANSMITTER
M
S

WELL CASING

WELL COLUMN PIPE
3/4" PRELUBE, THROUGH PUMP

DISCHARGE HEAD ASSEMBLY

PRELUBE SOLENOID VALVE

FLOW SWITCH

MAG FLOW
METER

GLOBE VALVE
(TYP)

THROTTLING

NITROGEN HOSES, SEE

WELLHEAD DETAIL

ANNULAR SPACE
WD34-FITX-30105
WD34-FEXX-30113
1" PW

PRESSURE

REDUCING
VALVE
3/4" TRICKLE
5 13M09

WATER LEVEL GAUGE
WD3-PIXX-30105
1/2" SEAL
INSTALL 1" THREADED NIPPLE,
1" X 1/2" TEE AND 1" FULL PORT
BALL VALVE. INSTALL AIR AND

VACUUM RELEASE VALVE
OFF OF 1/2" TEE.
1/2" AIR AND VACUUM

RELEASE VALVE,
1/2" BALL VALVE AND PIPING

LEVEL TRANSDUCER

CORD GRIP AND SEAL
WD34-LITX-30100
2" SOUNDING TUBE
PLUG
2 1
10 3
4 12
GRAB
SAMPLE
2 9
3 5
16 TYP
8 7
6 8
4 9
16 TYP
10 5
7 3
10 2
1/2" SAM
GRAB
SAMPLE
4' - 6"
11 KEY NOTES: