HomeMy WebLinkAboutCont 1137 - Final Construction PlansSHEET
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DATE: 3/16/2026
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13. CONSTRUCTION STAGING -- ACCESS TO PROPERTIES:
THE INTENT OF CONSTRUCTION STAGING IS TO MAINTAIN ACCESS TO ALL PROPERTIES WITHIN THE PROJECT AREA. OTHER STAGING PROPOSALS SUBMITTED BY THE
CONTRACTOR WILL BE CONSIDERED AS LONG AS ADEQUATE ACCESS IS MAINTAINED. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE THE AMOUNT OF TIME
THAT ACCESS TO AN INDIVIDUAL PROPERTY IS BLOCKED. WHERE REPAIR WORK WILL AFFECT DRIVEWAY ACCESS, THE CONTRACTOR SHALL INFORM THE PROPERTY
OWNERS OF THE IMPENDING WORK A MINIMUM OF FORTY-EIGHT (48) HOURS IN ADVANCE OF THE ANTICIPATED CONSTRUCTION COMMENCEMENT.
14. TRAFFIC SIGNS AND STREET SIGNS:
THE CONTRACTOR SHALL CONTACT THE CITY OF WATERLOO TRAFFIC OPERATIONS DEPARTMENT TO HAVE ANY STREET SIGN THAT WILL BE AFFECTED BY CONSTRUCTION
REMOVED AND REPLACED WHEN THE WORK HAS BEEN COMPLETED.
15. TRAFFIC CONTROL DURING CONSTRUCTION:
THE CONTRACTOR SHALL, AT HIS OWN EXPENSE AND WITHOUT FURTHER OR OTHER ORDER, PROVIDE, ERECT, AND MAINTAIN, AT ALL TIMES DURING THE PROGRESS AND
SUSPENSION OF THE WORK AND UNTIL COMPLETION AND FINAL ACCEPTANCE THEREOF, SUITABLE AND REQUISITE BARRICADES, SIGNS, OR OTHER ADEQUATE
PROTECTION, AS REQUIRED BY THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES - MUTCD", LATEST EDITION, AND SHALL PROVIDE, KEEP, AND MAINTAIN SUCH
BARRICADES, SIGNS, ETC., AS MAY BE REQUIRED OR AS MAY BE ORDERED BY THE ENGINEER, TO ENSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED ON
THE WORK. ALL BARRICADING PLANS SHALL BE REVIEWED BY THE ENGINEER. WHEN USED FOR TRAFFIC CONTROL OR PROTECTION OF THE WORK SITE. FENCING MUST BE
FIRMLY SUPPORTED IN AN UPRIGHT POSITION. THE ENGINEER MAY DIRECT THE USE OF ADDITIONAL SUPPORTS, OR OTHER SUPPLEMENTS TO ENSURE PROPER
PLACEMENT AND DURABILITY OF THE INSTALLATION. THESE SUPPLEMENTS SHALL BE INCIDENTAL TO THE TRAFFIC CONTROL BID ITEM.
16. CARE IN CONSTRUCTION AREA:
SPECIAL CARE SHALL BE TAKEN TO PREVENT DAMAGE TO ANY EXISTING VEGETATION, LANDSCAPING MATERIALS, SIDEWALKS, AND DRIVEWAYS LOCATED IN THE
CONSTRUCTION AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY SIDEWALK, CURB OR DRIVEWAYS NOT DESIGNATED FOR REPAIR BY THE
ENGINEER. THE CONTRACTOR SHALL RESTRICT HIS OPERATIONS TO THE DESIGNATED CONSTRUCTION AREA UNLESS PRIOR APPROVAL IS OBTAINED FROM THE ENGINEER
IN WRITING.
17. EXCESS DIRT:
EXCESS DIRT RESULTING FROM CONSTRUCTION OPERATIONS AND WHICH IS NOT TO BE INCORPORATED INTO THE PROJECT AT LOCATIONS INDICATED IN THE PLANS OR
SPECIFICATIONS SHALL BE HAULED TO APPROVED RUBBLE SITES OR OTHER LOCATIONS APPROVED BY THE CITY. RUBBLE, RUBBISH AND OTHER UNSUITABLE BACKFILL
MATERIALS, AS DESIGNATED BY THE CITY ENGINEER, SHALL BE HAULED TO THE COUNTY LANDFILL OR OTHER APPROVED RUBBLE SITE. ALL LANDFILL CHARGES ARE TO BE
CONSIDERED INCIDENTAL TO THE CONTRACT AND ARE THE RESPONSIBILITY OF THE CONTRACTOR.
18. OVERHAUL:
OVERHAUL WILL NOT BE PAID FOR "SURPLUS MATERIAL" OBTAINED FROM ANY OF THE ITEMS OF CONSTRUCTION UNDER THIS CONTRACT. THE COST OF OVERHAUL WILL BE
CONSIDERED AS INCIDENTAL TO THE ITEMS TO WHICH IT APPLIES.
19. CONTRACT REQUIREMENTS:
THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE CONTRACT REQUIREMENTS FOR AFFIRMATIVE ACTION PROGRAM AND WORKER RESIDENCY CONTAINED IN THE
CONTRACT DOCUMENTS.
20. QUANTITY ADJUSTMENT EXEMPTION:
CERTAIN BID ITEMS HAVE BEEN EXEMPTED FROM THE 20 PERCENT VARIANCE PROVISION. REFER TO SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION.
21. MANHOLE/BOXOUT ADJUSTMENTS:
MANHOLE AND INLET BOXOUT AND ADJUSTMENT IS INCIDENTAL TO PAVING, UNLESS OTHERWISE NOTED.
22. WEEKEND/HOLIDAY WORK:
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING FORTY-EIGHT (48) HOURS IN ADVANCE IF WORK ON SATURDAY IS PLANNED. WORK ON SUNDAY REQUIRES
PRIOR APPROVAL OF THE ENGINEER IN ACCORDANCE WITH THE WATERLOO STANDARD SPECIFICATIONS. NO WORK WILL BE ALLOWED ON LEGAL HOLIDAYS OR THE
SATURDAY AND SUNDAY PRECEDING A MONDAY HOLIDAY OR THE SATURDAY AND SUNDAY FOLLOWING A FRIDAY HOLIDAY.
23. PROGRESSIVE WORK AND LIQUIDATED DAMAGES:
AFTER CONSTRUCTION IS STARTED ON ANY PHASE, MEANINGFUL PROGRESSIVE WORK SHALL CONTINUE EACH WORKING DAY THAT IS NOT AFFECTED BY ADVERSE
WEATHER CONDITIONS OR CONCRETE CURING REQUIREMENTS. LIQUIDATED DAMAGES IN THE AMOUNT OF $1,000.00 PER DAY SHALL BE ASSESSED FOR NON-COMPLIANCE
WITH THIS REQUIREMENT.
24. LIQUIDATED DAMAGES:
TIME IS AN ESSENTIAL ELEMENT OF THIS CONTRACT. IT IS IMPORTANT THAT THE WORK BE DILIGENTLY PURSUED TO COMPLETION WITHIN THE ALLOTTED TIME PERIOD. IF
THE WORK IS NOT COMPLETED WITHIN THE SPECIFIED CONTACT PERIOD (PLUS AUTHORIZED EXTENSIONS), THE CONTRACTOR SHALL PAY TO THE CITY LIQUIDATED
DAMAGES IN THE AMOUNT OF ONE-THOUSAND DOLLARS ($1,000.00) PER DAY FOR EACH DAY IN EXCESS OF THE AUTHORIZED TIME, AS FURTHER DESCRIBED IN THE NOTICE
TO BIDDERS.
1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT IOWA SUDAS STANDARD SPECIFICATIONS EXCEPT WHERE NOTED IN
THE WATERLOO SUPPLEMENTAL SPECIFICATIONS, WATERLOO WATER WORKS STANDARD SPECIFICATIONS, SPECIAL PROVISIONS AND OR ESTIMATE
REFERENCE NOTES.
2. THE LOCATION OF ALL EXISTING UTILITIES AND SEWERS INDICATED ON THESE PLANS ARE TAKEN FROM EXISTING RECORDS AND ARE NOT GUARANTEED BY
THE OWNER OR THE ENGINEER. THE CONTRACTOR SHALL CONFIRM THE EXACT LOCATIONS AND ELEVATIONS OF THESE AND OTHER FACILITIES THAT MAY
EXIST BUT ARE NOT SHOWN ON THE PLANS PRIOR TO SUBMITTING BIDS. THE CONTRACTOR SHALL EXPOSE THOSE UTILITIES AND SEWERS AS DIRECTED IN THE
FIELD BY THE ENGINEER PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS SO THE EXACT LOCATIONS AND ELEVATIONS MAY BE DETERMINED. NO
DIRECT PAYMENT SHALL BE MADE FOR THIS WORK AND IT SHALL BE CONSIDERED INCIDENTAL TO OTHER APPLICABLE WORK, EXCEPT AS NOTED.
3. THE CONTRACTOR SHALL NOTIFY THE RESPECTIVE UTILITIES AND/OR CITY DEPARTMENTS PRIOR TO COMMENCING WORK ON THE PROJECT AND TO
THEREAFTER COORDINATE NECESSARY ADJUSTMENT AND/OR RELOCATIONS SO AS TO ELIMINATE DELAYS AND SERVICE INTERRUPTIONS. THE CONTRACTOR
SHALL NOT BE COMPENSATED FOR DELAYS AND/OR EXTRA COSTS DUE TO CONFLICTS WITH ANY UNDERGROUND UTILITY OR SEWER FACILITY UNLESS
OTHERWISE NOTED. IF THE CONTRACTOR BELIEVES THAT ADDITIONAL COSTS HAVE BEEN INCURRED DUE TO A UTILITY BEING IMPROPERLY LOCATED, THE
RESOLUTION OF THE ADDITIONAL COSTS INCURRED SHALL BE MADE BETWEEN THE CONTRACTOR AND THE RESPECTIVE UTILITY COMPANY.
4. CONTRACTORS WISHING TO MAKE SUBSURFACE EXPLORATIONS PRIOR TO SUBMITTING BIDS ON THE PROJECT SHALL CONTACT ENGINEERING TO MAKE THE
NECESSARY ARRANGEMENTS PRIOR TO CONDUCTING SAID INVESTIGATIONS.
5. STAKING IS REQUIRED FOR THIS CONTRACT.
7. CONSTRUCTION SCHEDULING: THE CONTRACTOR SHALL PREPARE A DETAILED SCHEDULE OF WORK WHICH SHALL BE SUBMITTED ONE DAY BEFORE THE
PRE-CONSTRUCTION CONFERENCE. THE SCHEDULE SHALL SHOW ANTICIPATED EQUIPMENT AND MATERIAL DELIVERIES, STAGING AND COMPLETION OF MAJOR
TASKS IN THE PROJECT. THE ENGINEER SHALL APPROVE CONTRACTOR'S WORK SCHEDULE PRIOR TO STARTING. ALL REVISIONS SHALL ALSO BE APPROVED THE
ENGINEER. THE ENGINEER MAY CHANGE THE SCHEDULE TO FACILITATE CHANGING CONDITIONS OR TO ACCOMMODATE EVENTS. THE CONTRACTOR SHALL
COMMENCE WORK WITHIN TEN (10) DAYS AFTER RECEIPT OF "NOTICE TO PROCEED" AND DILIGENTLY EXECUTE THE WORK OF THE CONTRACT TOWARD
COMPLETION. SHOULD WINTER WEATHER CONDITIONS OCCUR PRIOR TO THE COMPLETION OF THE CONTRACT WORK, A TEMPORARY STOP WORK ORDER WITH A
DATE AGREED UPON BY BOTH THE CONTRACTOR AND THE CITY OF WATERLOO WILL BE ISSUED. DAYS DURING WHICH THE TEMPORARY STOP WORK ORDER IS IN
EFFECT SHALL NOT BE COUNTED AS CONTRACT WORKING DAYS. CONSTRUCTION SHALL NOT BE INITIATED WITHOUT ASSURING THE COMPLETION OF WORK IN
THAT AREA WITHIN THE SAME CONSTRUCTION SEASON.
8. THE CONTRACTOR SHALL NOT DISTURB DESIRABLE GRASS AREAS AND TREES OUTSIDE THE CONSTRUCTION LIMITS. ALL STORAGE, PARKING AND SERVICE
AREA(S) WILL BE SUBJECT TO APPROVAL BY THE ENGINEER.
9. THIS DESIGN ASSUMES TEMPORARY STOCKPILING OF MATERIALS CAN BE ACCOMPLISHED WITHIN THE CONSTRUCTION AREA PROVIDED FOR THIS
IMPROVEMENT. THE CONTRACTOR MAY ELECT TO PROCURE STOCKPILE LOCATIONS OUTSIDE THE CONSTRUCTION AREA AT HIS OWN EXPENSE, TO FACILITATE
HIS CONSTRUCTION STAGING SEQUENCE.
10. ALL WASTE AREAS OR DISPOSAL SITES PROVIDED BY CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO DISPOSAL OF ANY EXCESS MATERIAL.
NO PAYMENT FOR OVERHAUL WILL BE MADE FOR THE AFOREMENTIONED ITEMS.
11. THE PRIME CONTRACTOR SHALL APPLY, OR ENSURE ALL NECESSARY MOISTURE HAS BEEN APPLIED TO THE CONSTRUCTION AREA AND HAUL ROADS TO
PREVENT THE SPREAD OF DUST. THE PRIME CONTRACTOR SHALL ENSURE THAT ANY MATERIAL TRACKED OR DEPOSITED ONTO CITY STREETS SHALL BE
REMOVED AT THE END OF THE WORKING, OR SOONER, IF NECESSARY, OR AS DIRECTED BY THE ENGINEER. NO PAYMENT SHALL BE MADE FOR THIS WORK, AND
IT SHALL BE CONSIDERED INCIDENTAL TO APPLICABLE ITEMS.
12. REMOVED MATERIALS:
ALL MATERIALS REMOVED AS PART OF THIS CONTRACT SHALL REMAIN THE PROPERTY OF THE CITY UNLESS THE CITY DETERMINES THAT THE MATERIALS ARE
NOT SALVAGEABLE AND THE CITY DOES NOT WANT TO RETAIN OWNERSHIP OF THE MATERIALS. MATERIALS DESIGNATED IN THE FIELD BY THE ENGINEER AS
NON-SALVAGEABLE SHALL BE HAULED AND DISPOSED OF BY THE CONTRACTOR AT NO COST TO THE CITY. ALL OTHER MATERIALS SHALL BE TRANSPORTED TO
LOCATIONS AS DIRECTED BY THE ENGINEER. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR HAULING OR DISPOSING OF REMOVED MATERIALS,
AND IT SHALL BE CONSIDERED INCIDENTAL TO APPLICABLE ITEMS.
6. UTILITY COMPANIES/CITY DEPARTMENTS MAY BE CONTACTED AT THE FOLLOWING PHONE NUMBERS DURING THE CONSTRUCTION OF THIS PROJECT:
ONE-CALL--FIELD LOCATES 1-800-292-8989 OR 811
A. MIDAMERICAN ENERGY
GAS 291-4728 H. METRONET 563-380-0749
ELECTRIC 291-4669 I. WATERLOO FIBER 319-291-0175
B. CENTURY LINK COMMUNICATIONS 291-9899
C. MEDIACOM 232-8800
D. WATERLOO WATER WORKS 232-6280
E. CITY ENGINEER'S OFFICE 291-4312
F. CITY WASTE MGMT. DEPT. 291-4553
G. CITY TRAFFIC OPERATIONS 291-4440
EXISTING MANHOLE
PROPOSED MANHOLE
EXISTING INLET
PROPOSED INLET
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED SEWER
PROPOSED CURB AND GUTTER
PROPOSED PAVING
EXISTING CURB AND GUTTER
EXISTING PAVING
EXISTING SIDEWALK
4" PCC SIDEWALK
EXISTING DRAIN TILE
PROPOSED DRAIN TILE
W
G
T
PLAN LEGEND
5" PCC SIDEWALK/DRIVEWAY REMOVAL & REPLACE
6" PCC SIDEWALK
SIDEWALK OR DRIVEWAY REMOVAL ONLY
DETECTABLE WARNING PANELS
HMA DRIVEWAY REMOVAL & REPLACE
ROCK DRIVEWAY REMOVAL & REPLACE
SIDEWALK REMOVAL
MILL WEDGE
WATER LINE
GAS LINE
TELEPHONE LINE
ELECTRIC LINE
CABLE TV LINE
HYDRANT
TREE
E
TV
GUY WIRE
UTILITY POLE
GAS VALVEWATER VALVE
ST
S
6" PCC SIDEWALK/DRIVEWAY REMOVAL & REPLACE
CURB AND GUTTER REMOVE & REPLACE
MISCELLANEOUS PATCH
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31.0'
B-B
2.5'2.5'
26.0'
1.5'
3.0'3.0'
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TYPICAL DETAIL
UPLAND DR, FAIRWAY LN, & GHOST DR
6" STANDARD CURB
6" (ST) HMA
8" MODIFIED SUBBASE
6" SUBGRADE
PREPARATION
6" SUBDRAIN TILE
ENGINEERING FABRIC
REQUIRED.
SEE PLANS FOR
LOCATION
4.0'
TYPICAL SECTION OF STORM SEWER SERVICE STUB
PROPOSED PAVING
GRANULAR SUBBASE
CAP END
4" BEDDING ROCK AROUND TILE - ALL SIDES
4" DIA. NON-PERFORATED TILE
6" DIA. LONGITUDINAL TILE
- GENERALLY LOCATE NEAR MIDDLE OF LOT UNLESS
IN DRIVEWAY, NEAR TREE, OR OTHER OBSTACLE-
THEN ADJUST IN FIELD.
- FITTINGS AND BEDDING ARE INCIDENTAL TO TILE.
- LOCATE STUB WITH REFERENCE TO PROPERTY LINE
OF ADDRESS.
FOOTING DRAIN SERVICE STUBS SHALL EXTEND A
MINIMUM OF 5 FT. FROM BACK OF CURB. THE END
SHALL BE CAPPED WATER TIGHT AND A 3 FT. LONG
MINIMUM SIZE #4 REBAR OR STANDARD STEEL T
POST PLACED VERTICALLY AT THE END OF THE
SERVICE.
(FOOTING DRAIN SERVICE)
*SEE PLANS FOR TILE LOCATION*
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F
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C
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S
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O
F
W
A
T
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,
I
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A
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P
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T
71
5
M
U
L
B
E
R
R
Y
S
T
R
E
E
T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
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(3
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2
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1
-
4
2
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2
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F.
Y
.
2
0
2
6
P
A
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V
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W
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A
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R
A
N
D
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.
3R
D
S
T
R
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E
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N
T
I
O
N
B
A
S
I
N
CO
N
T
R
A
C
T
#
11
3
7
4:1 SLOPE4:1 SLOPE
6" SUBDRAIN TILE
ENGINEERING FABRIC
REQUIRED AND TO BE
AROUND THE TRENCH
ONLY.
6" TOPSOIL
TYPICAL DETAIL
PARKVIEW MANOR REAR YARD SWALE
SHEET
7
DATE: 3/16/2026
L:
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T
1
1
3
7
-
F
Y
2
0
2
6
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71
5
M
U
L
B
E
R
R
Y
S
T
R
E
E
T
WA
T
E
R
L
O
O
,
I
O
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A
5
0
7
0
3
(3
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)
2
9
1
-
4
3
1
2
P
H
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E
(3
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2
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1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
P
A
R
K
V
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W
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A
N
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R
A
N
D
W
.
3R
D
S
T
R
E
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T
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N
T
I
O
N
B
A
S
I
N
CO
N
T
R
A
C
T
#
11
3
7
TYPICAL DETAIL
THRUST BLOCKS - REFER TO SUDAS FIGURE 5010.101 (WM-101)
TYPICAL DETAIL
HYDRANT ASSEMBLY
TYPICAL DETAIL
TRACER SYSTEM - SEE SUDAS FIGURE 5010.102 (WM-102)
Bearing Surface(See Table)
Extend thrust blocks to undisturbed soil.
Excavation into trench wall may be necessary.
Form vertical surfaces of poured concrete thrust
blocks except on bearing surface.
Encase all fittings in polyethylene wrap. Do not
allow concrete to directly contact joints or fitting
bolts.
Undisturbed Soil
Diameter of
Pipe, D
(inches)Tees andDead Ends11142212
Minimum surface area based on water pressure of 150 psi and allowable soil
pressure of 1,000 psf.
4
6
8
10
12
14
16
18
20
24
30
36
3
6
10
15
21
28
36
45
55
78
120
173
1
1
2
3
4
5
7
9
11
15
24
34
1
2
4
6
8
11
14
17
21
31
47
67
2
4
7
11
16
21
27
34
42
60
92
132
4
8
14
21
29
39
50
63
78
111
171
244
TYPICAL DETAIL
POLYETHYLENE WRAP
Fire HydrantAnchor Tee New Water Main
Fire Hydrant Valve
Possible Splice
Tape wire at midpoint
of each pipe length
Do not run wire
up valve box
Ground Rod
Existing
Water Main
Extend tracer wire up fire hydrant barrel to internal
terminals of tracer wire station and back down. Refer
to WM-201 for details of fire hydrant assembly.
Clamp tracer wire to ground rod at system termination
points.Fire Hydrant Barrel
SHEET
8
DATE: 3/16/2026
L:
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T
1
1
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A
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2
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2
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A
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F.
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.
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0
2
6
P
A
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V
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A
N
D
W
.
3R
D
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I
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N
B
A
S
I
N
CO
N
T
R
A
C
T
#
11
3
7
SCALE: 1" = 60' HOR
LOT 1 LOT 2 LOT 3 LOT 4
LOT 5
LOT 6
LOT 7 LOT 8 LOT 9 LOT 10
LOT 11LOT 16
LOT 12
LOT 13
LOT 15
LOT 14
2' SIDEWALK EASEMENT
FUTURE SIDEWALK
(TYP)
20' STORM SEWER EASEMENT
10' PUBLIC UTILITY
EASEMENT
10' PUBLIC UTILITY
EASEMENT
15' DRAINAGE EASEMENT
GHOST DR - TRACT 'B'
UPLAND DR
FA
I
R
W
A
Y
L
N
-
T
R
A
C
T
'
C
'
INTERIOR DRAINAGE
EASEMENT
TRACT 'A'
STORMWATER
DETENTION AREA
429 UPLAND DR 421 UPLAND DR 415 UPLAND DR 2304 PELICAN
RD
319 UPLAND DR
307 UPLAND DR
2305 FAIRWAY LN
2265
FAIRWAY LN
2130
CASPER
AVE
2259
FAIRWAY LN
U.S
.
H
W
Y
6
3
PE
L
I
C
A
N
RD FA
I
R
W
A
Y
LN
SHEET
9
DATE: 3/16/2026
L:\
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T
1
1
3
7
-
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Y
2
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2
6
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A
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3
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2
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H
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E
(3
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4
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X
F.
Y
.
2
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2
6
P
A
R
K
V
I
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W
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A
N
O
R
A
N
D
W
.
3R
D
S
T
R
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E
T
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T
I
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B
A
S
I
N
CO
N
T
R
A
C
T
#
11
3
7
SCALE: 1" = 80' HOR
U.S.
H
W
Y
6
3
PE
L
I
C
A
N
R
D
UPLAND DR
FA
I
R
W
A
Y
L
N
STAGE 1
STAGE 2
MU
N
C
Y
A
V
E
FA
I
R
W
A
Y
L
N
GHOST DR
TEMPORARY ACCESS
TO BE BUILT IN STAGE 1
REMOVE TEMPORARY ACCESS
IN STAGE 2
429 UPLAND DR 421 UPLAND DR 415 UPLAND DR 2304 PELICAN RD 319 UPLAND DR 307 UPLAND DR 2305 FAIRWAY LN
2265 FAIRWAY
LN
2130 CASPER
AVE
2259 FAIRWAY
LN
2221 FAIRWAY
LN
INSTALLATION OF STP-04 DONE IN STAGE 1.
MAINTAIN ACCESS DURING INSTALLATION.
SHEET
10
DATE: 3/16/2026
L:\
C
O
N
T
1
1
3
7
-
F
Y
2
0
2
6
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A
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ST
A
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1
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T
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I
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71
5
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B
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T
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E
T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
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N
E
(3
1
9
)
2
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-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
P
A
R
K
V
I
E
W
M
A
N
O
R
A
N
D
W
.
3R
D
S
T
R
E
E
T
D
E
T
E
N
T
I
O
N
B
A
S
I
N
CO
N
T
R
A
C
T
#
11
3
7
SCALE: 1" = 150' HOR
U.S.
H
W
Y
6
3
PE
L
I
C
A
N
R
D
UPLAND DR
FA
I
R
W
A
Y
L
N
STAGE 1
MU
N
C
Y
A
V
E
PARKHAVEN DR
MEADOWBROOK LN
CA
S
P
E
R
A
V
E
SAFETY
CLOSURE (TYP.)
CA
S
P
E
R
A
V
E
INSTALLATION OF STP-04 DONE IN STAGE 1.
MAINTAIN ACCESS DURING INSTALLATION.
SHEET
11
DATE: 3/16/2026
L:\
C
O
N
T
1
1
3
7
-
F
Y
2
0
2
6
P
a
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A
M
ST
A
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E
2
CI
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Y
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A
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71
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S
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E
T
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T
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L
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,
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A
5
0
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3
(3
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9
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2
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4
3
1
2
P
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(3
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4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
P
A
R
K
V
I
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W
M
A
N
O
R
A
N
D
W
.
3R
D
S
T
R
E
E
T
D
E
T
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N
T
I
O
N
B
A
S
I
N
CO
N
T
R
A
C
T
#
11
3
7
SCALE: 1" = 150' HOR
U.S.
H
W
Y
6
3
PE
L
I
C
A
N
R
D
UPLAND DR
FA
I
R
W
A
Y
L
N
STAGE 2
MU
N
C
Y
A
V
E
PARKHAVEN DR
MEADOWBROOK LN
CA
S
P
E
R
A
V
E
SAFETY
CLOSURE (TYP.)
CA
S
P
E
R
A
V
E
SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
ST
ST
ST
ST
ST
ST
ST
SAN
SAN
SAN
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SHEET
12
DATE: 3/16/2026
L:
\
C
O
N
T
1
1
3
7
-
F
Y
2
0
2
6
P
a
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A
M
PR
E
C
O
N
S
T
R
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C
T
I
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N
S
W
P
P
P
CI
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O
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L
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,
I
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A
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T
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N
T
71
5
M
U
L
B
E
R
R
Y
S
T
R
E
E
T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
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4
3
1
2
P
H
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E
(3
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4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
P
A
R
K
V
I
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W
M
A
N
O
R
A
N
D
W
.
3R
D
S
T
R
E
E
T
D
E
T
E
N
T
I
O
N
B
A
S
I
N
CO
N
T
R
A
C
T
#
11
3
7
SCALE: 1" = 80' HOR
1446 LF OF SILT FENCE
STABILIZED
CONSTRUCTION
ENTRANCE
INTAKE PROTECTION
DROP-IN (TYP)
241 SY OF 6" MODIFIED SUBBASE
241 SY OF 2" H.M.A. SURFACE
TEMPORARY ACCESS
U.S.
H
W
Y
6
3
PE
L
I
C
A
N
R
D
STOCKPILE LOCATION OPTION
429 UPLAND DR 421 UPLAND DR 415 UPLAND DR 2304 PELICAN RD 319 UPLAND DR 307 UPLAND DR 2305 FAIRWAY LN
2265 FAIRWAY
LN
2130 CASPER
AVE
2259 FAIRWAY
LN
2221 FAIRWAY
LN
FA
I
R
W
A
Y
L
N
FA
I
R
W
A
Y
L
N
UPLAND DR
24' MIN WIDTH
20' MIN WIDTH
SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
ST
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ST
ST
ST
ST
ST
SAN
SAN
SAN
SA
N
SAN
SAN
SAN
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SAN
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SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SHEET
13
DATE: 3/16/2026
L:
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#
11
3
7
SCALE: 1" = 80' HOR
650 LF OF FENCE REMOVAL
U.S.
H
W
Y
6
3
PE
L
I
C
A
N
R
D
4828 SY OF PAVEMENT
REMOVAL
168 SY OF DRIVEWAY
REMOVAL
29.2 SY OF SIDEWALK
REMOVAL
1813.9 SY OF PAVEMENT REMOVAL
REMOVAL NOT TO HAPPEN UNTIL
FAIRWAY LN IS COMPLETE AND OPEN
UPLAND DR
FA
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429 UPLAND DR 421 UPLAND DR 415 UPLAND DR 2304 PELICAN RD 319 UPLAND DR 307 UPLAND DR 2305 FAIRWAY LN
2265 FAIRWAY
LN
2130 CASPER
AVE
2259 FAIRWAY
LN
2221 FAIRWAY
LN
113.4 SY OF REMOVAL
TO BE DONE AFTER FAIRWAY LN IS
PAVED AND OPEN. THIS WILL BE FOR
REPLACING THE CONNECTION FROM
FAIRWAY LN TO 2221 FAIRWAY LN.
TREE REMOVAL (TYP.)
FENCE SHRUB TREES INCLUDED
PROTECT IF POSSIBLE
86
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860.00
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861.00
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SHEET
14
DATE: 3/16/2026
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#
11
3
7
SCALE: 1" = 80' HOR
1390 LF OF SILT FENCE
INTAKE PROTECTION
(TYP)
3100 LF OF FILTER SOCK
994 SY OF R.E.C.P.
TYPE 2
7 TN OF
EROSION STONE
15 TN OF
EROSION STONE
GHOST DR
UPLAND DR
FA
I
R
W
A
Y
L
N
U.S.
H
W
Y
6
3
PE
L
I
C
A
N
R
D
4.67 AC OF
TYPE 1 SEEDING, FERTILIZING,
AND MULCHING
429 UPLAND DR 421 UPLAND DR 415 UPLAND DR 2304 PELICAN RD 319 UPLAND DR 307 UPLAND DR 2305 FAIRWAY LN
2265 FAIRWAY
LN
2130 CASPER
AVE
2259 FAIRWAY
LN
2221 FAIRWAY
LN
113.4 SY OF 6" MODIFIED SUBBASE
241 SY OF 2" H.M.A. SURFACE
TEMPORARY ACCESS
TO BE DONE AT THE END OF
STAGE 1.
FA
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SAN
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STP-04
I-05
STP-05
STP-06
F.E.S.-01
DT
DT
DTD.T. OUTLET-01
STA:302+32.59
HYD-01
STA:302+32.59
OFF:12.25'LT
855.20
855.93
856.08
855.23
858.50
858.50
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859.00
18'
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SHEET
15
DATE: 3/16/2026
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#
11
3
7
SCALE: 1" = 20' HOR
LOT 1 LOT 2 LOT 3 LOT 4
LOT 5
LOT 6
EX FL = 854.60
U.S.
H
W
Y
6
3
IOWA DOT WORK IN RIGHT
OF WAY PERMIT REQUIRED FOR
BASIN OUTLET PIPE.
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SAN
SAN
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SAN
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I-04
STP-03
STP-04
F.E.S.-01
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DT
DT
DT
DT
DT
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DT
DT
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I-09
STP-10
D.T. OUTLET-01
F
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W
W
W
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W W W W W W W W W
DT
DT
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DT I-11
I-10
STP-12
STP-11
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-4
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4
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2
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DTDTDTDTDTDTDTDTDTDT
DT
DT
DT
DT
DT
DT
DT
DT
DT
US H
W
Y
6
3
SHEET
16
DATE: 3/16/2026
L:\
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#
11
3
7
SCALE: 1" = 40' HOR
1" = 5' VERT
GHOST DR
LOT 10
LOT 11LOT 16
LOT 9LOT 8
LOT 7
LOT 6
LOT 5
SWALE
6" SUBDRAIN
TILE
DEPTH =
1.75' - 2.0'
SWALE
BOTTOM
6" SUBDRAIN
TILE
SANSANSANSANSANSANSAN
STSTSTSTSTSTSTSTSTSTSTSTSTSTST
ST
ST
ST
SA
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DT
DT
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DT
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DT
DT
DT
DT
DT
DT
DT
DT
DT
DT
DT
DT
DT
DT
DT
I-03
I-04
STP-03
ST-01
I-01
STP-01
I-02
STP-02
ST-02
I-06
STP-07
I-08
STP-09
I-09
STP-10
I-07
STP-08
I-12STP-13
STP-14
F F F F F F F F F F F F F
F F
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W
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DT
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DT
DT
DT
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DT DT DT DT DT DT DT DT DT DT
DT
DT DT DT
DT DT DT DT DT DT DT DT DT DT DT DT DT DT
I-13
STP-15
I-14
D.T. TAP-06
D.T. TAP-07
WWWWWWWWWW
DT
DT I-10
STP-12
STP-11
86
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857.00
858.00
859.
0
0
860.00
861.00
858.79858.50
-25.1%-25.1%-2.1%
-1.9%
-0.9%-2.3%
-3.8%
-3.8%
-4
.
2
%
-4.1%
-25.1%-25.1%
-2
0
.
9
%
SHEET
17
DATE: 3/16/2026
L:
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#
11
3
7
SCALE: 1" = 20' HOR
LOT 4
LOT 5
LOT 16
UPLAND DR
GHOST DR
FA
I
R
W
A
Y
L
N
LOT 15
LOT 14 LOT 13
LOT 12
LOT 11
GH
O
S
T
D
R
846
848
850
852
854
856
858
860
862
864
846
848
850
852
854
856
858
860
862
864
LT
G
u
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r
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E
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+
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5
+
0
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0
0
-0.51%
0.54%
0.47%
PV
I
S
T
A
=
1
0
0
0
+
2
5
.
0
0
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E
V
=
8
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V
=
8
5
8
.
0
0
HIGH PT STA: 1001+98.03
HIGH PT ELEV: 859.40
PVI STA:1002+00.00
PVI ELEV:859.52
K:102.44
LVC:100.00
BV
C
S
:
1
0
0
1
+
5
0
.
0
0
BV
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E
:
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9
.
2
9
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S
:
1
0
0
2
+
5
0
.
0
0
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C
E
:
8
5
9
.
2
7
EX ST-03
EX SA-03
EX STP-03
EX ST-04
EX I-03
EX STP-06
EX SAP-02
328.73' of 8" RCP @ 0.65%
EX SA-02
EX SAP-01
301.65' of 8" RCP @ 0.46%
EX I-02
EX I-01
EX STP-04
I-13
STP-15
LOT 1 SERVICE
1002+19
LOT 2 SERVICE
1003+19
LOT 3 SERVICE
1003+90
EX SA-02
SANSANSANSANSANSANSANSAN
EX SAP-01
EX SA-03
SANSANSANSANSANSANSANSANSANSANSANSAN
EX SAP-02
EX ST-03
STSTST
EX ST-04
STSTSTSTSTSTSTSTSTSTSTSTSTSTST
EX STP-03
EX I-01
EX I-02
ST
EX STP-04
ST
EX STP-05
EX I-03
EX STP-06
SAN
SAN
SAN
SAN
SAN
SAN
F
F
F
F
F
F
F
F
F
F
G G G G G G G G G G G G G G G G G G G G G G
G
10+00
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DT
DT
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I-02
STP-02
F F F F F F F F F F F F F F F F
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0
4
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0
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DT
DT
DT
DT
DT DT DT DT DT DT DT DT DT DT DT DT DT DT
DT
DT DT
DT
DT
DT
DT
DT
DT DT DT DT DT DT DT DT DT DT DT DT DT DT DT DT
I-13
STP-15
D.T. TAP-02
D.T. TAP-03
D.T. TAP-04
D.T. TAP-05
WS
WW
SA
NSA
N SA
N
SA
N
SHEET
18
DATE: 3/16/2026
L:
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#
11
3
7
SCALE: 1" = 40' HOR
1" = 5' VERT
429 UPLAND DR2309 MUNCY AVE
LOT 1
421 UPLAND DR 415 UPLAND DR 2304 PELICAN RD
LOT 2 LOT 3 LOT 4
UPLAND DR
US H
W
Y
6
3
6" SUBDRAIN TILE
1.5' BEHIND B.O.C.
PE
L
I
C
A
N
R
D
SEE INTERSECTION DETAIL
SANITARY SEWER STUB
(TYP)
WATER SERVICE STUB
(TYP)
31.0'
B-B
SEE
INTERSECTION
DETAIL
-1.0 %
BELOW CL
-1.0 %
BELOW CL
5" PCC DRIVEWAY
(TYP)
FUTURE SIDEWALK
(TYP)
SUBDRAIN STUB
(TYP)EXISTING
SANITARY SERVICE
(TYP)
50.0'
R.O.W.
SUBDRAIN STUB
(TYP)
848
850
852
854
856
858
860
862
864
866
848
850
852
854
856
858
860
862
864
866
LT
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-0.51%0.54%-0.67%0.50%PV
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A
=
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0
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=
8
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=
8
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.
5
0
HIGH PT STA: 1006+44.56
HIGH PT ELEV: 858.66
PVI STA:1006+50.00
PVI ELEV:858.81
K:82.48
LVC:100.00
BV
C
S
:
1
0
0
6
+
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0
0
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:
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8
.
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:
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.
0
0
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E
:
8
5
8
.
4
7
EX ST-03
EX I-03
EX STP-06
EX SAP-01
301.65' of 8" RCP @ 0.46%
EX STP-02
EX STP-01EX ST-02
EX I-05 EX STP-09
EX I-04
EX STP-10
EX I-06
EX STP-08
EX I-02
EX I-01
EX STP-04
EX SA-01
ST-01
I-13
STP-15
I-14
ST-02
SA-05
SAP-05
SA-01
EX SA-01
SANSANSANSANSANSANSANSANSAN
EX SAP-01
EX ST-02
STSTSTSTSTSTSTST
EX STP-01
EX ST-03
STSTSTSTSTSTSTSTSTSTST
EX STP-02
STST
EX I-01
EX I-02
ST
EX STP-04
ST
EX STP-05
WS WS
EX I-05
ST
EX
S
T
P
-
0
7
ST
ST
EX STP-08
EX I-04EX STP-09
EX I-06
EX STP-10EX I-03
EX STP-06
SA
N
SA
N
WS
G G G G G G
G
G
G
G
G
G
G
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DTDT
DT
DT
ST-01
I-01
STP-01
I-02
STP-02
ST-02
I-06
STP-07
I-07
STP-08
I-12STP-13
STP-14
F F F F F F F F F F F F F F F
F F
F F
F
F
F
F
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F
F
F
D.T. TAP-01
W
W
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W
W W W W W W W W W
W
W
W
WW
W
W
W
W
W
W WS
SA-01 SA-05SAP-05
10
0
5
+
0
0
10
0
6
+
0
0
10
0
7
+
0
0
10
0
8
+
0
0
10
0
9
+
0
0
10
1
0
+
0
0
DT DT DT
DT
DT DT DT DT DT DT DT DT DT DT
DT
DT DT DT DT DT DT
DT DT DT DT DT DT DT DT DT DT DT DT DT DT DT DT DT DT DT
I-13
STP-15D.T. TAP-02
D.T. TAP-03
D.T. TAP-04
I-14
D.T. TAP-06
D.T. TAP-07
D.T. TAP-08
WWWWWWWWWW
DT
SA
N
SAN
SAN
SHEET
19
DATE: 3/16/2026
L:
\
C
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N
T
1
1
3
7
-
F
Y
2
0
2
6
P
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7
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71
5
M
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T
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R
L
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,
I
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A
5
0
7
0
3
(3
1
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)
2
9
1
-
4
3
1
2
P
H
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N
E
(3
1
9
)
2
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1
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4
2
6
2
F
A
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F.
Y
.
2
0
2
6
P
A
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K
V
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A
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D
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D
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A
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#
11
3
7
SCALE: 1" = 40' HOR
1" = 5' VERT
6" SUBDRAIN TILE
1.5' BEHIND B.O.C.
SEE INTERSECTION DETAILSEE INTERSECTION DETAIL
UPLAND DR
PE
L
I
C
A
N
R
D
GH
O
S
T
D
R
FA
I
R
W
A
Y
L
N
319 UPLAND DR
LOT 14 LOT 13
2304 PELICAN RD
LOT 4
307 UPLAND DR
PROPOSED WATER MAIN
TO BE DONE BY OTHERS
PROPOSED
6" WATER MAIN SEE PROPOSED
WATER MAIN SHEETS
PROPOSED
6" WATER MAIN
EXISTING WATER MAIN
TO BE REMOVED
2305 FAIRWAY LN
FA
I
R
W
A
Y
L
N
31.0'
B-B
SEE
INTERSECTION
DETAIL
SEE
INTERSECTION
DETAIL
SEE
INTERSECTION
DETAIL
SEE
INTERSECTION
DETAIL
-2.0 %
BELOW CL
-2.0 %
BELOW CL
SEE SWALE SHEETS
5" PCC DRIVEWAY
(TYP)
FUTURE SIDEWALK
(TYP)
-2.0 %
BELOW CL
SUBDRAIN STUB
(TYP)
EXISTING
SANITARY SERVICE
(TYP)
50.0'
R.O.W.50.0'
R.O.W.
848
850
852
854
856
858
860
862
864
866
848
850
852
854
856
858
860
862
864
866
LT
G
u
t
t
e
r
CL
E
l
e
v
RT
G
u
t
t
e
r
Sta
t
i
o
n
s
85
9
.
8
5
86
0
.
8
8
86
0
.
9
7
85
8
.
6
5
85
9
.
2
5
86
0
.
4
3
86
0
.
8
3
86
0
.
9
8
86
0
.
7
2
86
0
.
7
1
86
0
.
8
4
85
8
.
1
2
86
0
.
8
9
86
0
.
6
8
85
8
.
4
0
10
+
0
0
.
0
0
11
+
0
0
.
0
0
12
+
0
0
.
0
0
13
+
0
0
.
0
0
10
+
2
5
.
0
0
10
+
5
0
.
0
0
10
+
7
5
.
0
0
11
+
2
5
.
0
0
11
+
5
0
.
0
0
11
+
7
5
.
0
0
12
+
2
5
.
0
0
12
+
5
0
.
0
0
12
+
7
5
.
0
0
10
+
3
0
.
6
8
11
+
5
5
.
4
7
12
+
3
7
.
0
2
10
+
3
9
.
3
7
-0.64%0.52%
2.39%
3.18%
PV
I
S
T
A
=
1
0
+
3
0
.
6
8
EL
E
V
=
8
5
8
.
1
2
HIGH PT STA: 11+77.03
HIGH PT ELEV: 860.98
PVI STA:11+55.47
PVI ELEV:861.17
K:24.75
LVC:75.00
BVCS: 11+17.97
BVCE: 860.28
EVCS: 11+92.97
EVCE: 860.93
LOW PT STA: 12+38.33
LOW PT ELEV: 860.68
PVI STA:12+37.02
PVI ELEV:860.64
K:21.46
LVC:25.00
BVCS: 12+24.52
BVCE: 860.73
EVCS: 12+49.52
EVCE: 860.71
SAP-01
SAP-02 SAP-03
SA-03
SA-02
SA-01 STP-0
1
I-02
I-01
ST-01
LOT 14 SERVICE
10+55
LOT 4 SERVICE
10+73
LOT 15 SERVICE
11+32
LOT 5 SERVICE
11+79
LOT 16 SERVICE
11+93
LOT 6 SERVICE
12+50
I-03
I-04
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
EX SAP-01
ST
ST
ST
ST
ST
ST
EX I-01
ST
ST
EX I-03
EX STP-06
S
A
N
S
A
N
SA
N
F
F
F
F
F
G
G
G
G
G
10
+
0
0
11
+
0
0
12
+
0
0
13+00
DT
DT
DT
DTDTDTDTDTDT
DT DT DT DT DT DT
DT
D
T
DT
DT
DT
I-03
I-04
STP-03
STP-04
ST-01
I-01STP-01
I-02
STP-02
DT
DT
DT
DT
D
T
DT
DT
D
T
F
F
F
F
F
F
W W W W W W
W
W W W W W W W W W
W
W
W
W
W
DT
DT
DT
WS
WS
WS
SA-01
SA-02
SAP-01
SA-03
SAP-02
SA-04
SAP-03
1005+00
1006+00
DT
DT
DT
DT
DT
DT
DT
DT
DT
DT
I-13
STP-15
D.T. TAP-04
W
W
W
W
SA
N
DT
DT
DT
DT
DT
D
T
DT
DT
D
T
SHEET
20
DATE: 3/16/2026
L:
\
C
O
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T
1
1
3
7
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2
0
2
6
P
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(3
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.
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P
A
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K
V
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A
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D
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N
T
I
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B
A
S
I
N
CO
N
T
R
A
C
T
#
11
3
7
SCALE: 1" = 40' HOR
1" = 5' VERT
2311 PELICAN RD
LOT 4
UP
L
A
N
D
D
R
LOT 5 LOT 6
LOT 7
LOT 8LOT 14 LOT 15 LOT 16
PELICAN RD
319 UPLAND DR
6" SUBDRAIN TILE
1.5' BEHIND B.O.C.
SANITARY SEWER STUB
(TYP)
WATER SERVICE STUB
(TYP)
31.0'
B-B
FUTURE SIDEWALK
(TYP)
SEE PROPOSED
WATER MAIN SHEETS
PROPOSED
6" WATER MAIN
SEE SWALE SHEETS
SEE
INTERSECTION
DETAIL
-2.0 %
BELOW CL
SEE
INTERSECTION
DETAIL
-2.0 %
BELOW CL
GHOST DR
6" SUBDRAIN TILE
3' INSIDE B.O.C.
6" SUBDRAIN TILE
3' INSIDE B.O.C.
SUBDRAIN STUB
(TYP)
60.0'
R.O.W.
848
850
852
854
856
858
860
862
864
866
848
850
852
854
856
858
860
862
864
866
LT
G
u
t
t
e
r
CL
E
l
e
v
RT
G
u
t
t
e
r
Sta
t
i
o
n
s
85
9
.
9
8
86
0
.
2
9
86
0
.
9
7
86
1
.
3
1
86
0
.
1
8
86
0
.
8
4
86
1
.
1
0
86
1
.
2
3
86
1
.
3
3
86
1
.
1
6
86
0
.
9
0
86
0
.
5
4
85
9
.
8
1
85
9
.
4
5
86
1
.
2
8
85
9
.
4
5
13
+
0
0
.
0
0
14
+
0
0
.
0
0
15
+
0
0
.
0
0
15
+
9
0
.
0
0
12
+
7
5
.
0
0
13
+
2
5
.
0
0
13
+
5
0
.
0
0
13
+
7
5
.
0
0
14
+
2
5
.
0
0
14
+
5
0
.
0
0
14
+
7
5
.
0
0
15
+
2
5
.
0
0
15
+
5
0
.
0
0
15
+
7
5
.
0
0
14
+
0
6
.
6
7
15
+
5
0
.
0
8
0.52%
-1.45%
HIGH PT STA: 13+83.11
HIGH PT ELEV: 861.34
PVI STA:14+06.67
PVI ELEV:861.53
K:50.74
LVC:100.00
BV
C
S
:
1
3
+
5
6
.
6
7
BV
C
E
:
8
6
1
.
2
7
EV
C
S
:
1
4
+
5
6
.
6
7
EV
C
E
:
8
6
0
.
8
0
PV
I
S
T
A
=
1
5
+
5
0
.
0
8
EL
E
V
=
8
5
9
.
4
5
SAP-04
SAP-03
SA-06
SA-04SA-03
LOT 7 SERVICE
12+77
LOT 8 SERVICE
13+21
LOT 9 SERVICE
13+93
LOT 10 SERVICE
14+69
STP-12
SAN
SAN
SAN
SAN
SAN
F
F
F
F
F
F
G
G
G
G
G
G
13
+
0
0
14
+
0
0
15
+
0
0
15
+
7
5
103+00
DT
DT
DT
DT
DT
DT
DTDTDTDTDTDTDTDT
DT
DT
DT
DT
DT
DT
DT
DT DT DT DT DT DT DT DT
DT
DT
DT
DT
DT
I-03
I-04
STP-03
STP-04
F.E.S.-01
DT
DT
DT
DT
DT
DT
DT
I-08
I-09
STP-10
D.T. OUTLET-01
F
F
F
F
F
F
F
F
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W
DT
DT
DT
SA-02
SA-03
SAP-02
SA-04
SAP-03
SAP-04 SA-06
DT
DT
DT I-11
I-10
STP-12
STP-11
DT
DT
DT
DT
DT
DT
DT
SHEET
21
DATE: 3/16/2026
L:
\
C
O
N
T
1
1
3
7
-
F
Y
2
0
2
6
P
a
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k
v
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A
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+
0
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G
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71
5
M
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R
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S
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E
T
WA
T
E
R
L
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,
I
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A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
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(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
P
A
R
K
V
I
E
W
M
A
N
O
R
A
N
D
W
.
3R
D
S
T
R
E
E
T
D
E
T
E
N
T
I
O
N
B
A
S
I
N
CO
N
T
R
A
C
T
#
11
3
7
SCALE: 1" = 40' HOR
1" = 5' VERT
LOT 10
LOT 11LOT 16
LOT 9LOT 8
LOT 7
LOT 6
LOT 5
FA
I
R
W
A
Y
L
N
6" SUBDRAIN TILE
1.5' BEHIND B.O.C.
SANITARY SEWER STUB
(TYP)
WATER SERVICE STUB
(TYP)
FUTURE SIDEWALK
(TYP)
SEE PROPOSED
WATER MAIN SHEETS
PROPOSED
6" WATER MAIN
SEE SWALE SHEETS
SEE
INTERSECTION
DETAIL
-2.0 %
BELOW CL
GHOST DR
6" SUBDRAIN TILE
3' INSIDE B.O.C.
SEE
INTERSECTION
DETAIL
-2.0 %
BELOW CL
2130 CASPER AVE
2233 - 2265 FAIRWAY LN
FIBER HANDHOLE TO BE
RELOCATED BY OTHERS
31.0'
B-B
60.0'
R.O.W.
SUBDRAIN STUB
(TYP)
850
852
854
856
858
860
862
864
866
868
850
852
854
856
858
860
862
864
866
868
LT
G
u
t
t
e
r
CL
E
l
e
v
RT
G
u
t
t
e
r
St
a
t
i
o
n
s
85
7
.
9
8
85
8
.
2
5
85
8
.
6
1
85
8
.
7
5
85
8
.
8
9
85
9
.
0
3
85
9
.
1
6
85
9
.
3
0
85
9
.
4
4
85
9
.
5
8
85
9
.
7
1
85
9
.
7
6
85
9
.
8
4
85
9
.
9
7
86
0
.
0
9
86
0
.
2
2
86
0
.
3
4
86
0
.
4
7
86
0
.
5
9
86
0
.
6
5
10
0
+
0
0
.
0
0
10
1
+
0
0
.
0
0
10
2
+
0
0
.
0
0
10
3
+
0
0
.
0
0
10
4
+
0
0
.
0
0
10
4
+
9
0
.
0
0
10
0
+
2
5
.
0
0
10
0
+
5
0
.
0
0
10
1
+
2
5
.
0
0
10
1
+
5
0
.
0
0
10
1
+
7
5
.
0
0
10
2
+
2
5
.
0
0
10
2
+
5
0
.
0
0
10
2
+
7
5
.
0
0
10
3
+
2
5
.
0
0
10
3
+
5
0
.
0
0
10
3
+
7
5
.
0
0
10
4
+
2
5
.
0
0
10
4
+
5
0
.
0
0
10
4
+
7
5
.
0
0
10
0
+
3
1
.
9
6
10
2
+
8
3
.
3
1
10
4
+
6
1
.
9
2
10
0
+
7
5
.
0
0
0.50%
1.46%
0.55%
PV
I
S
T
A
=
1
0
0
+
3
1
.
9
6
EL
E
V
=
8
5
7
.
9
8
PV
I
S
T
A
=
1
0
0
+
7
5
.
0
0
EL
E
V
=
8
5
8
.
6
1
PV
I
S
T
A
=
1
0
2
+
8
3
.
3
1
EL
E
V
=
8
5
9
.
7
6
PV
I
S
T
A
=
1
0
4
+
6
1
.
9
2
EL
E
V
=
8
6
0
.
6
5
SA-06
SA-05
SAP-06
SAP-07
SA-07
LOT 13 SERVICE
100+55
LOT 12 SERVICE
101+33
LOT 11 SERVICE
101+97
SERVICE STUB
104+28
STP-08 STP-10
EX ST-02
ST
ST
ST
ST
ST
WS
WS
WS
EX I-05
ST ST STEX STP-07 ST ST
EX I-04
EX I-06
EX STP-10
WS
WS
WS
WS
G G G
G
G
G G G G G G G G G G G G G G G
10
0
+
0
0
10
1
+
0
0
10
2
+
0
0
10
3
+
0
0
10
4
+
0
0
10
4
+
6
2
DT DT DT DT DT DT DT DT
DT DT DT DT DT DT
DT
DT DT DT DT DT DT
DT
DT DT DT DT DT DT DT DT
DT
ST-02
I-06STP-07
I-08
STP-09
I-09STP-10I-07
STP-08
F
F
F
F
F F F F F F F F F F F F F F F F F F F
F
F
F
F
F
F
F
FFFFWWW
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W
WWWWWWWWWWWWWWW
WW
W
W
DT DT
SA-05
SA-06
SAP-06
SA-07SAP-07
DT
D
T
DT
DT
DT
DT
DT
DT
DT
DT
DT
I-14
D.T. TAP-06
D.T. TAP-08
DT
DT
I-11I-10
STP-12
STP-11
DT
SHEET
22
DATE: 3/16/2026
L:\
C
O
N
T
1
1
3
7
-
F
Y
2
0
2
6
P
a
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v
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P
.
CI
T
Y
O
F
W
A
T
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O
O
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I
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W
A
EN
G
I
N
E
E
R
I
N
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D
E
P
A
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T
M
E
N
T
71
5
M
U
L
B
E
R
R
Y
S
T
R
E
E
T
WA
T
E
R
L
O
O
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I
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W
A
5
0
7
0
3
(3
1
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)
2
9
1
-
4
3
1
2
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H
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(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
P
A
R
K
V
I
E
W
M
A
N
O
R
A
N
D
W
.
3R
D
S
T
R
E
E
T
D
E
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N
T
I
O
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B
A
S
I
N
CO
N
T
R
A
C
T
#
11
3
7
SCALE: 1" = 40' HOR
1" = 5' VERT
LOT 13
2130 CASPER AVE
UP
L
A
N
D
D
R
LOT 12 LOT 11 LOT 10
FAIRWAY LN
6" SUBDRAIN TILE
1.5' BEHIND B.O.C.
SANITARY SEWER STUB
(TYP)
WATER SERVICE STUB
(TYP)
FUTURE SIDEWALK
(TYP)
SEE PROPOSED
WATER MAIN SHEETS
PROPOSED
6" WATER MAINGH
O
S
T
D
R
6" SUBDRAIN TILE
3' INSIDE B.O.C.
5" PCC DRIVEWAY
(TYP)
4" PCC SERVICE WALK
6" PCC DRIVEWAY
(TYP)
2305 FAIRWAY LN
2233 - 2265 FAIRWAY LN254 - 256 UPLAND DR
SEE
INTERSECTION
DETAIL
-2.0 %
BELOW CL
SEE
INTERSECTION
DETAIL
-2.0 %
BELOW CL
-2.0 %
BELOW CL
-2.0 %
BELOW CL
SEE
INTERSECTION
DETAIL
SEE
INTERSECTION
DETAIL
SUBDRAIN STUB
(TYP)
FIBER HANDHOLE TO BE
RELOCATED BY OTHERS
31.0'
B-B60.0'
R.O.W.
SEE POSTCONSTRUCTION SWPP
SHEETS. TIE IN TO BE DONE AFTER
FAIRWAY LN IS OPEN.
PROTECT TREES
EAST OF FAIRWAY LN
846
848
850
852
854
856
858
860
862
864
846
848
850
852
854
856
858
860
862
864
PG
E
l
e
v
To
p
o
f
M
a
i
n
Ele
v
Sta
t
i
o
n
s
85
8
.
4
4
85
8
.
0
1
85
9
.
0
0
85
9
.
5
9
86
0
.
1
9
86
0
.
7
8
86
1
.
1
9
86
1
.
3
4
86
1
.
2
6
86
1
.
1
0
86
1
.
1
5
86
1
.
3
0
86
1
.
3
4
85
1
.
8
5
85
2
.
3
4
85
2
.
8
8
85
3
.
4
3
85
3
.
9
7
85
4
.
5
1
85
5
.
0
5
85
5
.
0
7
85
5
.
0
9
85
5
.
1
1
85
5
.
1
3
85
5
.
1
5
30
0
+
0
0
.
0
0
30
0
+
2
5
.
0
0
30
0
+
5
0
.
0
0
30
0
+
7
5
.
0
0
30
1
+
0
0
.
0
0
30
1
+
2
5
.
0
0
30
1
+
5
0
.
0
0
30
1
+
7
5
.
0
0
30
2
+
0
0
.
0
0
30
2
+
2
5
.
0
0
30
2
+
5
0
.
0
0
30
2
+
7
5
.
0
0
30
3
+
0
0
.
0
0
6" MJ TEE
PVI STA = 300+05.13
ELEV = 851.85
PV
I
S
T
A
=
3
0
1
+
7
5
.
0
0
EL
E
V
=
8
5
5
.
0
5
6" 45° MJ BEND
PVI STA = 300+42.00
ELEV = 849.00
6" 45° MJ BEND
PVI STA = 300+45.24
ELEV = 852.24
6" 45° MJ BEND
PVI STA = 300+33.12
ELEV = 851.85
6" 45° MJ BEND
PVI STA = 300+36.00
ELEV = 849.00
2.17%
0.08%
0.00%
EX SAP-01
6" GATE VALVE
STA:302+36.88
ELEV:855.10
6" 22.5° MJ BEND
STA:302+52.53
ELEV:855.11
6" 22.5° MJ BEND
STA:302+75.43
ELEV:855.13
6" 22.5° MJ BEND
STA:302+98.33
ELEV:855.15
6" MJ TEE
STA:302+32.59
ELEV:855.10
HYD-01
STA:302+32.59
GROUND ELEV:861.56
EX STP-02
STP-04
6" GATE VALVE
STA:300+11.04
ELEV:851.85
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
ST
ST
ST
ST
ST
ST
ST
ST
S
A
N
S
A
N
SA
N
F
F
F
F
F
G
G
G
G
G
DT
DT
DT
DTDTDTDTDTDT
DT DT DT DT DT DT
DT
D
T
DT
DT
DT
30
0
+
0
0
30
1
+
0
0
30
2
+
0
0
303+0
0
6" 22.5° MJ BEND
302+52.53
6" 22.5° MJ BEND
302+75.43
6" 22.5° MJ BEND
302+98.33
6" 22.5° MJ BEND
303+31.67
DT
DT
DT
DT
D
T
DT
DT
D
T
F
F
F
F
F
F
W W W W W W
W
W W W W W W W W W
W
W
W
W
W
DT
DT
DT
WS
WS
WS
DT
DT
DT
DT
DT
DT
DT
DT
DT
DT
W
W
W
W
SA
N
DT
6" GATE VALVE
STA:302+36.89
6" MJ TEE
STA:302+32.59
HYD-01
STA:302+32.59
OFF:12.25'LT
6" 45° MJ BEND
STA:300+33.12
6" 45° MJ BEND
STA:300+36.00
6" 45° MJ BEND
STA:300+42.00
6" 45° MJ BEND
STA:300+45.246" MJ TEE
STA:300+05.13
DT
DT
DT
DT
D
T
DT
DT
D
T
6" GATE VALVE
STA:300+11.04
2311 PELICAN RD
LOT 4
UP
L
A
N
D
D
R
LOT 5 LOT 6
LOT 7
LOT 8LOT 14 LOT 15 LOT 16
PELICAN RD
319 UPLAND DR
31.0'
B-B GHOST DR
SHEET
23
DATE: 3/16/2026
L:
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5
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(3
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2
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F.
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P
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A
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#
11
3
7
SCALE: 1" = 40' HOR
1" = 5' VERT
60.0'
R.O.W.
GROUND ELEVATION
TOP OF 6" MAIN
ELEVATION
6.0' MIN.
BURY
DEPTH
WATER SERVICE STUB
(TYP)
NOTE:
WATER MAIN TO BE POLYWRAPPED.
WATER MAIN TO INCLUDE A TRACER SYSTEM.
CONTRACTOR TO MAINTAIN MIN. 6.0' COVER.
WATER MAIN TO HAVE NITRILE GASKETED JOINTS.
1.5'
1.7'3.2'
850
852
854
856
858
860
862
864
866
868
850
852
854
856
858
860
862
864
866
868
PG
E
l
e
v
To
p
o
f
M
a
i
n
Ele
v
Sta
t
i
o
n
s
85
5
.
1
5
85
5
.
1
7
85
5
.
1
9
85
5
.
3
6
85
5
.
5
8
85
5
.
6
7
85
5
.
3
4
85
5
.
0
0
85
4
.
6
6
85
4
.
3
3
85
3
.
9
9
85
3
.
6
5
30
3
+
0
0
.
0
0
30
3
+
2
5
.
0
0
30
3
+
5
0
.
0
0
30
3
+
7
5
.
0
0
30
4
+
0
0
.
0
0
30
4
+
2
5
.
0
0
30
4
+
5
0
.
0
0
30
4
+
7
5
.
0
0
30
5
+
0
0
.
0
0
30
5
+
2
5
.
0
0
30
5
+
5
0
.
0
0
30
5
+
7
5
.
0
0
86
1
.
3
4
86
1
.
6
7
86
1
.
1
0
86
1
.
3
5
86
1
.
4
2
86
1
.
5
5
86
1
.
7
0
86
1
.
6
0
86
1
.
3
9
86
0
.
7
9
86
0
.
4
4
85
9
.
6
4
0.08%0.87%
-1.35%
PV
I
S
T
A
=
3
0
3
+
5
6
.
2
5
EL
E
V
=
8
5
5
.
2
0
PV
I
S
T
A
=
3
0
4
+
1
9
.
3
3
EL
E
V
=
8
5
5
.
7
5
6" MJ TEE
PVI STA = 305+75.97
ELEV = 853.64
6" 22.5° MJ BEND
STA:303+31.67
ELEV:855.18 6" GATE VALVE
STA:305+57.71
ELEV:853.89
SAN
SAN
SAN
F
F
F
F
G
G
G
G
G
G
103+00
DT
DT
DT
DT
DT
DT
DTDTDTDTDTDTDTDT
DT
DT
DT
DT
DT
DT
DT
DT DT DT DT DT DT DT DT
DT
DT
DT
DT
DT
3
0
3
+
0
0
30
4
+
0
0
30
5
+
0
0
30
5
+
7
6
6" 22.5° MJ BEND
302+52.53
6" 22.5° MJ BEND
302+75.43
6" 22.5° MJ BEND
302+98.33
6" 22.5° MJ BEND
303+31.67
DT
DT
DT
DT
DT
F
F
F
F
F
F
F
F
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W
DT
DT
DT
DT
DT
DT
6" GATE VALVE
STA:302+36.89
6" MJ TEE
STA:302+32.59
HYD-01
STA:302+32.59
OFF:12.25'LT
6" GATE VALVE
STA:305+57.71
DT
DT
DT
DT
DT
GHOST DR
SHEET
24
DATE: 3/16/2026
L:
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#
11
3
7
SCALE: 1" = 40' HOR
1" = 5' VERT
GROUND ELEVATION
TOP OF 6" MAIN
ELEVATION
6.0' MIN.
BURY
DEPTH
LOT 6
LOT 8LOT 7 LOT 9 LOT 10
LOT 16 LOT 11
2130 CASPER AVE
2233 - 2265 FAIRWAY LN
WATER SERVICE STUB
(TYP)
NOTE:
WATER MAIN TO BE POLYWRAPPED.
WATER MAIN TO INCLUDE A TRACER SYSTEM.
CONTRACTOR TO MAINTAIN MIN. 6.0' COVER.
WATER MAIN TO HAVE NITRILE GASKETED JOINTS.
SEE WATER MAIN - FAIRWAY LANE
SHEET
848
850
852
854
856
858
860
862
864
866
848
850
852
854
856
858
860
862
864
866
PG
E
l
e
v
To
p
o
f
M
a
i
n
Ele
v
Sta
t
i
o
n
s
85
8
.
0
7
85
7
.
8
9
85
8
.
0
1
85
8
.
8
9
85
9
.
0
9
85
9
.
2
3
85
9
.
3
6
85
9
.
5
0
85
9
.
6
4
85
9
.
7
8
85
9
.
9
1
85
9
.
4
1
85
9
.
5
8
86
0
.
3
1
86
0
.
4
3
86
0
.
5
6
86
0
.
6
8
86
0
.
8
1
86
0
.
9
3
85
1
.
8
1
85
1
.
8
5
85
1
.
9
1
85
2
.
4
2
85
2
.
9
4
85
3
.
0
6
85
3
.
1
9
85
3
.
3
1
85
3
.
4
4
85
3
.
5
6
85
3
.
4
2
85
3
.
4
1
85
3
.
5
7
85
3
.
7
7
85
3
.
9
9
85
4
.
2
2
85
4
.
4
4
85
4
.
6
6
85
4
.
8
8
40
0
+
0
0
.
0
0
40
0
+
2
5
.
0
0
40
0
+
5
0
.
0
0
40
0
+
7
5
.
0
0
40
1
+
0
0
.
0
0
40
1
+
2
5
.
0
0
40
1
+
5
0
.
0
0
40
1
+
7
5
.
0
0
40
2
+
0
0
.
0
0
40
2
+
2
5
.
0
0
40
2
+
5
0
.
0
0
40
2
+
7
5
.
0
0
40
3
+
0
0
.
0
0
40
3
+
2
5
.
0
0
40
3
+
5
0
.
0
0
40
3
+
7
5
.
0
0
40
4
+
0
0
.
0
0
40
4
+
2
5
.
0
0
40
4
+
5
0
.
0
0
40
4
+
7
5
.
0
0
40
5
+
0
0
.
0
0
0.65%
0.89%
0.14%2.06%
0.50%-0.57%6" SIDETAP VALVE
PVI STA = 400+00.00
ELEV = 851.81
6" MJ TEE
PVI STA = 403+10.01
ELEV = 853.64
6" 45° MJ BEND
STA:400+46.17
ELEV = 850.00
6" 45° MJ BEND
PVI STA = 400+34.31
ELEV = 851.86
6" 45° MJ BEND
PVI STA = 400+36.17
ELEV = 850.00
6" 45° MJ BEND
PVI STA = 400+48.04
ELEV = 851.87
PV
I
S
T
A
=
4
0
1
+
0
0
.
0
0
EL
E
V
=
8
5
2
.
9
4
PV
I
S
T
A
=
4
0
2
+
2
5
.
0
0
EL
E
V
=
8
5
3
.
5
6
PV
I
S
T
A
=
4
0
2
+
6
3
.
9
0
EL
E
V
=
8
5
3
.
3
4
6" 45° MJ BEND
STA:400+70.17
ELEV:852.32
6" GATE VALVE
STA:402+45.08
ELEV:853.45
6" 45° MJ BEND
STA:400+56.38
ELEV:852.04
SAP-05
SAP-04
EX STP-01
HYD-03
DEAD END HYDRANT
STA:404+62.29
GROUND ELEV:860.99
6" MJ TEE
STA:404+58.41
ELEV:854.96
6" MJ TEE
STA:403+22.50
ELEV:853.75
HYD-02
STA:403+22.50
GROUND ELEV:860.64
ST
ST
ST
ST
ST
WS
WS
WS
ST ST ST ST
WS
WS
WS
WS
G G
G
G
G G G G G G G G G G G G G G G
DT DT DT DT DT DT DT DTDTDTDTDTDTDT
DT
DT DT DT DT DT DT
DT
DT DT DT DT DT DT DT DT40
0
+
0
0
40
1
+
0
0
40
2
+
0
0
40
3
+
0
0
40
4
+
0
0
40
4
+
6
2
HYD-03
DEAD END HYDRANT
404+62.29
DT
DT
F
F
F
F
F F F F F F F F F F F F F F F F F F F
F
F
F
F
F
F
F
FFFFWWW
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W
WWWWWWWWWWWWWWW
WW
W
W
DT DT
DT
DT
DT
DT
DT
DT
DT
DT
DT
DT
DT
DT
DT
6" MJ TEE
STA:403+22.50
HYD-02
STA:403+22.50
OFF:12.25'LT
6" MJ TEE
STA:403+10.01
6" MJ TEE
STA:404+58.41
6" GATE VALVE
STA:404+58.41
OFF:3.00'RT
6" 90° MJ BEND
STA:404+58.41
OFF:49.98'RT
6" GATE VALVE
STA:402+45.08
6" 45° MJ BEND
STA:400+70.17
6" 45° MJ BEND
STA:400+56.38
6" 45° MJ BEND
STA:400+48.04
6" 45° MJ BEND
STA:400+46.17
6" 45° MJ BEND
STA:400+36.17
6" 45° MJ BEND
STA:400+34.31
DT
DT
6" SIDETAP VALVE
STA:400+00.00
GH
O
S
T
D
R
SHEET
25
DATE: 3/16/2026
L:\
C
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T
WA
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L
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I
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W
A
5
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7
0
3
(3
1
9
)
2
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1
-
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3
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2
P
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(3
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2
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4
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#
11
3
7
SCALE: 1" = 40' HOR
1" = 5' VERT
GROUND ELEVATION
TOP OF 6" MAIN
ELEVATION
EXISTING WATER MAIN
TO BE REMOVED
(FROM UPTON MAIN
TO PROPERTY LINE)EXISTING WATER MAIN TO BE
FILLED
(FROM REMOVAL LIMIT TO NEW
90° CONNECTION)
UP
L
A
N
D
D
R
FAIRWAY LN
LOT 12 LOT 11
2130 CASPER AVE 2233 - 2265 FAIRWAY LN
LOT 13
2305 FAIRWAY LN
254 - 256 UPLAND DR
LOT 10
WATER SERVICE STUB
(TYP)
6.0' MIN.
BURY
DEPTH
NOTE:
WATER MAIN TO BE POLYWRAPPED.
WATER MAIN TO INCLUDE A TRACER SYSTEM.
CONTRACTOR TO MAINTAIN MIN. 6.0' COVER.
WATER MAIN TO HAVE NITRILE GASKETED JOINTS.
1.7'1.8'
1.9'
REMOVE EXISTING SIDE
TAP AND VALVE. REMOVE
PORTION OF UPLAND DR
MAIN AND SLEEVE IN
6" D.I.P.
SANITARY SEWER STRUCTURE TABLE
STRUCTURE
EX SA-01
EX SA-02
SA-01
SA-02
SA-03
SA-04
SA-05
SA-06
SA-07
WORK DESCRIPTION
MIN. ADJ. FROM ELEV 858.73.
WATERLOO CASTING REQUIRED
SAP-06 PIPE CONNECTION
ELEV 848.83 (E)
MIN. ADJ. FROM ELEV 858.73.
WATERLOO CASTING REQUIRED
INSTALL SW-301, 48"
WATERLOO CASTING REQUIRED
INSTALL SW-301, 48"
WATERLOO CASTING REQUIRED
INSTALL SW-301, 48"
WATERLOO CASTING REQUIRED
INSTALL SW-301, 48"
WATERLOO CASTING REQUIRED
INSTALL SW-301, 48"
WATERLOO CASTING REQUIRED
INSTALL SW-301, 48"
WATERLOO CASTING REQUIRED
INSTALL SW-301, 48"
WATERLOO CASTING REQUIRED
LOCATION
1006+48.67
0.95 RT
1003+47.02
-0.09 LT
100+22.16
-300.00 LT
12+28.52
0.00
12+72.04
0.03 RT
13+10.89
0.00 RT
100+16.44
0.00
102+83.31
0.00
104+34.37
0.00
TOP ELEVATION
RIM = 858.60
INV IN = 848.43 S
RIM = 858.73
INV IN = 846.93 E
INV OUT = 846.93 W
RIM = 858.22
INV IN = 847.93 N
INV IN = 847.83 E
INV OUT = 847.83 W
RIM = 860.67
INV IN = 849.10 N
INV OUT = 849.00 S
RIM = 860.79
INV IN = 849.41 NE
INV OUT = 849.31 S
RIM = 860.99
INV IN = 849.70 E
INV OUT = 849.60 SW
RIM = 858.02
INV IN = 849.55 N
INV OUT = 849.45 W
RIM = 859.72
INV IN = 850.98 N
INV OUT = 850.88 S
INV OUT = 850.98 W
RIM = 860.51
INV OUT = 851.75 S
STORM SEWER PIPES
PIPE
STP-01
STP-02
STP-03
STP-04
STP-05
STP-06
STP-07
STP-08
STP-09
STP-10
STP-11
STP-12
STP-13
STP-14
STP-15
SIZE
15"
15"
18"
24"
3"
10"
15"
15"
15"
15"
15"
15"
3"
8"
10"
LENGTH
23.2'
31.0'
31.0'
147.7'
4.1'
16.5'
22.9'
31.5'
167.8'
32.6'
38.5'
31.0'
12.6'
9.3'
9.4'
SLOPE
-6.04%
-0.71%
0.52%
0.48%
-2.89%
1.21%
-8.29%
0.54%
0.54%
0.50%
1.00%
1.00%
-1.00%
-10.80%
-1.07%
WORK DESCRIPTION
INSTALL GASKETED RCP
INSTALL GASKETED RCP
INSTALL GASKETED RCP
INSTALL GASKETED RCP
TIE MINIMUM 3 JOINTS BACK FROM F.E.S. -01
INSTALL 3" HDPE PIPE
INSTALL 10" HDPE PIPE
INSTALL GASKETED RCP
INSTALL GASKETED RCP
INSTALL GASKETED RCP
INSTALL GASKETED RCP
INSTALL GASKETED RCP
INSTALL GASKETED RCP
INSTALL 3" HDPE PIPE
INSTALL HDPE PIPE
TAP & COLLAR INTO 36" EX STP-02
INSTALL HDPE PIPE
SANITARY SEWER PIPES
PIPE
SAP-01
SAP-02
SAP-03
SAP-04
SAP-05
SAP-06
SAP-07
SIZE
8"
8"
8"
8"
8"
8"
8"
LENGTH
213.7'
42.2'
37.9'
249.1'
202.0'
266.9'
151.1'
SLOPE
0.50%
0.50%
0.50%
0.51%
0.51%
0.50%
0.51%
WORK DESCRIPTION
INSTALL TRUSS PIPE
INSTALL TRUSS PIPE
INSTALL TRUSS PIPE
INSTALL TRUSS PIPE
INSTALL TRUSS PIPE
CONNECT TO EX SA-01
INSTALL TRUSS PIPE
INSTALL TRUSS PIPE
STORM SEWER STRUCTURE TABLE
STRUCTURE
D.T. OUTLET-01
D.T. TAP-01
D.T. TAP-02
D.T. TAP-03
D.T. TAP-04
D.T. TAP-05
D.T. TAP-06
D.T. TAP-07
D.T. TAP-08
F.E.S.-01
I-01
I-02
I-03
I-04
I-05
I-06
WORK DESCRIPTION
INSTALL DRAINTILE OUTLET TO DITCH
TAP & COLLAR INTO EX STP-02, 8"
TAP AND COLLAR 6" SUBDRAIN
INTO EX ST-03
TAP AND COLLAR 6" SUBDRAIN
INTO EX I-02
TAP AND COLLAR 6" SUBDRAIN
INTO EX I-01
TAP AND COLLAR 6" SUBDRAIN
INTO EX STORM STRUCTURE
TAP AND COLLAR 6" SUBDRAIN
INTO EX STP-08
TAP AND COLLAR 6" SUBDRAIN
INTO EX STP-08
TAP AND COLLAR 6" SUBDRAIN
INTO EX I-04
INSTALL 24" F.E.S.
APRON GUARD
APRON FOOTING
INSTSALL SW-501
D.T. CONN = 1
INSTSALL SW-501
D.T. CONN = 1
INSTALL SW-505
D.T. CONN = 2
INSTALL SW-505
D.T. CONN = 2
INSTALL SW-512, 18"
SW-604 TYPE 3A CASTING
STRUCTURE TO BE 6' OF 18" RCP
INSTALL SW-501
D.T. CONN = 1
LOCATION
1+48.72
13.36 RT
1007+00.11
-22.19 LT
1004+77.38
-20.30 LT
1004+79.00
32.59 RT
1005+11.54
32.32 RT
???
??? ???
1007+85.47
-17.00 LT
1007+87.09
17.00 RT
1008+16.78
33.28 RT
12+34.29
-162.22 LT
10+60.92
15.50 RT
10+60.92
-15.50 LT
12+38.33
15.50 RT
12+38.33
-15.50 LT
0+48.89
10.17 RT
100+61.86
15.50 RT
TOP ELEVATION
RIM = 860.26
RIM = 853.75
INV OUT = 853.00 N
RIM = 858.41
RIM = 857.38
RIM = 857.54
RIM = 0.00
RIM = 0.00
RIM = 0.00
RIM = 0.00
RIM = 0.00
RIM = 858.58
INV IN = 854.40 S
INV OUT = 854.40 W
RIM = 858.58
INV IN = 854.62 E
RIM = 860.34
INV OUT = 857.16 W
RIM = 860.34
INV IN = 857.00 E
INV OUT = 856.90 W
RIM = 856.75
INV OUT = 855.10 SE
INV OUT = 855.10 NW
RIM = 858.08
INV IN = 854.00 N
INV IN = 854.00 W
INV OUT = 852.00 S
STORM SEWER STRUCTURE TABLE
STRUCTURE
I-07
I-08
I-09
I-10
I-11
I-12
I-13
I-14
ST-01
ST-02
WORK DESCRIPTION
INSTALL SW-501
D.T. CONN = 1
INSTALL SW-501
D.T. CONN = 2
INSTALL SW-501
D.T. CONN = 2
INSTALL SW-501
D.T. CONN = 1
INSTALL SW-501
D.T. CONN = 1
INSTALL SW-512, 12"
W/ SW-604 TYPE 3A CASTING
STRUCTURE TO BE 6' OF 12" RCP
INSTALL SW-501
D.T. CONN = 1
INSTALL SW-501
D.T. CONN = 1
CONNECTION TO EX STP-10 INCIDENTAL
ELEV 10" = 855.35
INSTALL SW-402 60"X48"
INSTALL SW-402 60"X48"
LOCATION
100+67.21
-15.50 LT
102+30.72
15.50 RT
102+40.89
-15.50 LT
15+18.19
15.50 RT
15+16.67
-15.50 LT
1006+99.92
-31.44 LT
1005+00.00
-15.50 LT
1008+00.00
-15.50 LT
10+37.32
14.47 RT
1008+63.07
-21.98 LT
TOP ELEVATION
RIM = 858.16
INV OUT = 854.17 E
RIM = 859.13
INV IN = 855.00 W
INV OUT = 854.90 S
RIM = 859.19
INV IN = 855.16 NW
INV OUT = 855.16 E
RIM = 859.58
INV IN = 855.54 N
INV OUT = 855.54 SE
RIM = 859.73
INV OUT = 855.85 S
RIM = 857.75
INV IN = 855.22 N
INV IN = 854.00 S
RIM = 857.66
INV IN = 854.80 W
RIM = 857.47
RIM = 858.24
INV IN = 850.95 E
INV OUT = 853.00 N
INV OUT = 850.95 W
RIM = 857.83
INV IN = 853.90 N
INV OUT = 852.00 W
INV OUT = 852.00 E
STORM SEWER STRUCTURE TABLE
STRUCTURE
EX I-03
EX I-06
WORK DESCRIPTION
REMOVE INTAKE
REMOVE INTAKE
LOCATION
1004+94.64
-17.11 LT
1008+02.37
-15.11 LT
TOP ELEVATION
RIM = 857.48
INV OUT = 854.78 NW
RIM = 857.65
INV OUT = 855.35 NW
SHEET
26
DATE: 3/16/2026
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5
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T
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E
T
WA
T
E
R
L
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O
,
I
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W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
O
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E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
P
A
R
K
V
I
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W
M
A
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A
N
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3R
D
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A
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#
11
3
7
NA
NA
NA
NA
NA
NA
NA
NA
NA
FL = 856.19
SEE
PLANS
SHEET
27
DATE: 3/16/2026
L:
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71
5
M
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B
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S
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E
T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
O
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E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
P
A
R
K
V
I
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W
M
A
N
O
R
A
N
D
W
.
3R
D
S
T
R
E
E
T
D
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N
T
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B
A
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CO
N
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A
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T
#
11
3
7
10+00
11+00
10
0
5
+
0
0
10
0
6
+
0
0
857.57857.57 858.17
857.92 857.87
858.00857.83857.72
857.78 858.16
857.97
857.83 858.11
858.20 858.08 858.17 858.46
-1
.
9
%
-1
.
9
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
-3.6%-3.7%
-3
.
1
%
-0.6%-0.4%
-0.5%-0.5%
858.65858.42
858.46-1.6%
-2.0%858.95
859.25
-2.0%858.95
-0.9%
857.92
-0.5%-0.5%-0.5%
R=21.9'
R=20.9'
R=20.0'
R=20.0'
10
0
0
+
0
0
1
0
0
1
+
0
0
858.38
858.60
858.46
858.71
858.56
858.56
858.82
858.67
858.67
-1
.
0
%
-1.
0
%
-1.
6
%
-1
.
0
%
-
1
.
0
%
-1.
0
%
SHEET
28
DATE: 3/16/2026
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-
U
p
l
a
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d
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a
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i
t
a
r
y
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d
w
g
3/1
6
/
2
0
2
6
1
0
:
0
7
A
M
UP
L
A
N
D
D
R
IN
T
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R
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E
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T
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A
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T
E
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T
.
B
.
O
.
P
.
&
PE
L
I
C
A
N
R
D
-
G
H
O
S
T
D
R
CI
T
Y
O
F
W
A
T
E
R
L
O
O
,
I
O
W
A
EN
G
I
N
E
E
R
I
N
G
D
E
P
A
R
T
M
E
N
T
71
5
M
U
L
B
E
R
R
Y
S
T
R
E
E
T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
O
N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
P
A
R
K
V
I
E
W
M
A
N
O
R
A
N
D
W
.
3R
D
S
T
R
E
E
T
D
E
T
E
N
T
I
O
N
B
A
S
I
N
CO
N
T
R
A
C
T
#
11
3
7
2.5'13.0'13.0'2.5'
2.5'
13.0'
13.0'
2.5'
2.7'
14.0'14.0'
2.7'
2.5'
13.0'
13.0'
2.5'
UPLA
N
D
D
R
PE
L
I
C
A
N
R
D
GH
O
S
T
D
R
UPLAND DR
SCALE: 1" = 20' HOR
INSTALL CURB DROPS
FOR FUTURE SIDEWALK
(TYP)
MU
N
C
Y
A
V
E
100+00
10
0
8
+
0
0
10
0
9
+
0
0
10
1
0
+
0
0
858.01
858.30
858.01
858.09
858.62
858.15
-2
.
0
%
-3
.
6
%
-3
.
2
%
-2
.
0
%
857.74
858.03
857.73
-2
.
0
%
-2
.
0
%
857.58
857.99
857.69
-2
.
0
%
-2
.
0
%
857.67 857.64857.51
857.94
857.33857.39
-3.7%-4.0%
857.81
857.51
-2
.
0
%
-2
.
0
%
857.93857.76
857.89857.62
857.99
857.86
LOW PT.
857.99 858.29
-2.0%-2.0%
-0.5%-1.9%-0.5%
R=20.0'
R=20.0'
R=20.0'R=20.0'
857.59
857.65857.59
858.43
858.36
857.52
-1
.
5
%
-1.5%
-1
.
5
%
-1.6%
858.62
858.77-4
.
2
%
SHEET
29
DATE: 3/16/2026
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P
a
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w
G
a
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d
e
n
s
S
e
c
o
n
d
R
e
p
l
a
t
\
P
a
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k
v
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b
d
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d
w
g
3/1
6
/
2
0
2
6
1
0
:
0
7
A
M
UP
L
A
N
D
D
R
IN
T
E
R
S
E
C
T
I
O
N
D
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T
A
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L
FA
I
R
W
A
Y
L
N
&
M
E
E
T
EX
I
S
T
.
E
.
O
.
P
.
CI
T
Y
O
F
W
A
T
E
R
L
O
O
,
I
O
W
A
EN
G
I
N
E
E
R
I
N
G
D
E
P
A
R
T
M
E
N
T
71
5
M
U
L
B
E
R
R
Y
S
T
R
E
E
T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
O
N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
P
A
R
K
V
I
E
W
M
A
N
O
R
A
N
D
W
.
3R
D
S
T
R
E
E
T
D
E
T
E
N
T
I
O
N
B
A
S
I
N
CO
N
T
R
A
C
T
#
11
3
7
2.5'
13.0'2.5'13.0'2.5'
13.0'
13.0'
2.5'
13.4'2.5'13.4'2.6'
2.7'
13.0'
13.0'
2.4'
FA
I
R
W
A
Y
L
N
UPLAND DR
SCALE: 1" = 20' HOR
FA
I
R
W
A
Y
L
N
FA
I
R
W
A
Y
L
N
SCALE: 1" = 10' HOR
UPLAND DR
4.0'
4.0'
INSTALL CURB DROPS
FOR FUTURE SIDEWALK
(TYP)
23.5'
41.3'
15
+
0
0
15
+
7
5
102+00
103+00
R=20.0'
R=20.0'
859.68
859.83
859.54
-1
.
0
%
-2
.
0
%
859.98
860.18
859.88
-1
.
3
%
-2
.
0
%
-1
.
7
%
859.94859.64 859.64
859.57859.27 859.27
859.59
859.32
859.45
-2.0%-2.0%
-2.0%-2.0%
-2.0%-2.0%-1.8%
-0
.
5
%
-0
.
5
%
104+00
104+62
860.36 860.65
860.36
-2.0%-2.0%
-0
.
5
%
-2.0%-2.0%
860.30
860.59
860.30
SHEET
30
DATE: 3/16/2026
L:
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O
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1
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3
7
-
F
Y
2
0
2
6
P
a
r
k
v
i
e
w
G
a
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e
n
s
S
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c
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d
R
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p
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\
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a
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k
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3/1
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2
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2
6
1
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0
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A
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FA
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R
W
A
Y
L
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A
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&
M
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T
.
E
.
O
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P
.
CI
T
Y
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F
W
A
T
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R
L
O
O
,
I
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W
A
EN
G
I
N
E
E
R
I
N
G
D
E
P
A
R
T
M
E
N
T
71
5
M
U
L
B
E
R
R
Y
S
T
R
E
E
T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
O
N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
P
A
R
K
V
I
E
W
M
A
N
O
R
A
N
D
W
.
3R
D
S
T
R
E
E
T
D
E
T
E
N
T
I
O
N
B
A
S
I
N
CO
N
T
R
A
C
T
#
11
3
7
13.0'13.0'2.5'2.5'
13.0'13.0'2.5'2.5'
13.0'
2.5'
13.0'
2.5'
13.0'13.0'2.5'2.5'
SCALE: 1" = 20' HOR
INSTALL CURB DROPS
FOR FUTURE SIDEWALK
(TYP)
FA
I
R
W
A
Y
L
N
FA
I
R
W
A
Y
L
N
GHOST DR
113.4 SY OF 6" MODIFIED SUBBASE
AND 2" HMA
TO BE INSTALLED AFTER FAIRWAY LN IS OPEN
1
+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
5
+
0
0
6
+
0
0
7
+
0
0
8+
0
0
9+
0
0
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
15
+
9
0
850.00
850.00
845.
0
0
845.00
SHEET
31
DATE: 3/16/2026
L:
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O
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T
1
1
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Y
2
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2
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P
a
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k
v
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w
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p
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2
6
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A
M
W.
3
R
D
S
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PR
E
C
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S
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C
T
I
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S
W
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P
P
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Y
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F
W
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R
L
O
O
,
I
O
W
A
EN
G
I
N
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E
R
I
N
G
D
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P
A
R
T
M
E
N
T
71
5
M
U
L
B
E
R
R
Y
S
T
R
E
E
T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
O
N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
SCALE: 1" = 100' HOR
W. 3RD ST
US H
W
Y
6
3
NO
R
T
O
N
S
T
OUTLET = 840.30
GATEWELL C-3
TOP OF LEVEE
TOE OF LEVEE
F.
Y
.
2
0
2
6
P
A
R
K
V
I
E
W
M
A
N
O
R
A
N
D
W
.
3R
D
S
T
R
E
E
T
D
E
T
E
N
T
I
O
N
B
A
S
I
N
CO
N
T
R
A
C
T
#
1
1
3
7
NOTE:
ALIGNMENT SHOWN HEREIN REPRESENTS LEVEE TOE
LOCATION PER SURVEYED FIELD CONDITIONS.
CENTERLINE OF LEVEE AS SHOWN ON LEVEE AS-BUILTS WAS
NOT LOCATED OR DETERMINED.
885 LF
OF 6" STRAW WATTLE
CONSTRUCTION
ENTRANCE
DROP-IN INLET
PROTECTION DEVICE (TYP.)
295 LF OF
SILT FENCE
105 LF OF
SILT FENCE
DO NOT DRIVE
ON LEVEE
1
+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
5
+
0
0
6
+
0
0
7
+
0
0
8+
0
0
9+
0
0
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
15
+
9
0
SHEET
32
DATE: 3/16/2026
L:
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O
N
T
1
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F
Y
2
0
2
6
P
a
r
k
v
i
e
w
G
a
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d
e
n
s
S
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c
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p
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3
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d
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3/
1
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2
0
2
6
1
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:
0
7
A
M
W.
3
R
D
S
T
PO
S
T
C
O
N
S
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U
C
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I
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N
S
W
P
P
P
CI
T
Y
O
F
W
A
T
E
R
L
O
O
,
I
O
W
A
EN
G
I
N
E
E
R
I
N
G
D
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P
A
R
T
M
E
N
T
71
5
M
U
L
B
E
R
R
Y
S
T
R
E
E
T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
O
N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
SCALE: 1" = 100' HOR
W. 3RD ST
US H
W
Y
6
3
NO
R
T
O
N
S
T
OUTLET = 840.30
GATEWELL C-3
TOP OF LEVEE
TOE OF LEVEE
F.
Y
.
2
0
2
6
P
A
R
K
V
I
E
W
M
A
N
O
R
A
N
D
W
.
3R
D
S
T
R
E
E
T
D
E
T
E
N
T
I
O
N
B
A
S
I
N
CO
N
T
R
A
C
T
#
1
1
3
7
STRAW WATTLE
CONSTRUCTION
ENTRANCE
DROP-IN INLET
PROTECTION DEVICE (TYP.)
SILT FENCE
SILT FENCE
9412 SY OF
R.E.C.P. TYP 2D
2253 LF OF
SILT FENCE
200 TN OF'
CLASS 'D' REVETMENT
DO NOT DRIVE
ON LEVEE
1
+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
5
+
0
0
6
+
0
0
7
+
0
0
8+
0
0
9+
0
0
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
15
+
9
0
EL
EL
EL
EL
EL
EL
EL
EL
SHEET
33
DATE: 3/16/2026
L:
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O
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1
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Y
2
0
2
6
P
a
r
k
v
i
e
w
G
a
r
d
e
n
s
S
e
c
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n
d
R
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p
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a
t
\
W
3
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T
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s
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g
n
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a
w
i
n
g
.
d
w
g
3/
1
6
/
2
0
2
6
1
0
:
0
8
A
M
W.
3
R
D
S
T
TR
E
E
R
E
M
O
V
A
L
CI
T
Y
O
F
W
A
T
E
R
L
O
O
,
I
O
W
A
EN
G
I
N
E
E
R
I
N
G
D
E
P
A
R
T
M
E
N
T
71
5
M
U
L
B
E
R
R
Y
S
T
R
E
E
T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
O
N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
SCALE: 1" = 100' HOR
NO
R
T
O
N
S
T
W. 3RD ST
US H
W
Y
6
3
GATEWELL C-3
TOP OF LEVEE
TOE OF LEVEE
F.
Y
.
2
0
2
6
P
A
R
K
V
I
E
W
M
A
N
O
R
A
N
D
W
.
3R
D
S
T
R
E
E
T
D
E
T
E
N
T
I
O
N
B
A
S
I
N
CO
N
T
R
A
C
T
#
1
1
3
7
6.7 AC OF
CLEARING AND GRUBBING
DO NOT DRIVE
ON LEVEE
1
+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
5
+
0
0
6
+
0
0
7
+
0
0
8+
0
0
9+
0
0
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
15
+
9
0
EL
EL
EL
EL
EL
EL
EL
EL
EL
845.00
850.00
845.00
850.00
850.00
845.
0
0
845.00
SHEET
34
DATE: 3/16/2026
L:
\
C
O
N
T
1
1
3
7
-
F
Y
2
0
2
6
P
a
r
k
v
i
e
w
G
a
r
d
e
n
s
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e
c
o
n
d
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e
p
l
a
t
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W
3
R
D
S
T
-
D
e
s
i
g
n
D
r
a
w
i
n
g
.
d
w
g
3/
1
6
/
2
0
2
6
1
0
:
0
8
A
M
W.
3
R
D
S
T
GR
A
D
I
N
G
P
L
A
N
CI
T
Y
O
F
W
A
T
E
R
L
O
O
,
I
O
W
A
EN
G
I
N
E
E
R
I
N
G
D
E
P
A
R
T
M
E
N
T
71
5
M
U
L
B
E
R
R
Y
S
T
R
E
E
T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
O
N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
SCALE: 1" = 100' HOR
W. 3RD ST
US H
W
Y
6
3
NO
R
T
O
N
S
T
OUTLET = 840.30
GATEWELL C-3
TOP OF LEVEE
TOE OF LEVEE
F.
Y
.
2
0
2
6
P
A
R
K
V
I
E
W
M
A
N
O
R
A
N
D
W
.
3R
D
S
T
R
E
E
T
D
E
T
E
N
T
I
O
N
B
A
S
I
N
CO
N
T
R
A
C
T
#
1
1
3
7
DO NOT DRIVE
ON LEVEE
1
+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
5
+
0
0
6
+
0
0
7
+
0
0
8+
0
0
9+
0
0
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
15
+
9
0
SHEET
35
DATE: 3/16/2026
L:
\
C
O
N
T
1
1
3
7
-
F
Y
2
0
2
6
P
a
r
k
v
i
e
w
G
a
r
d
e
n
s
S
e
c
o
n
d
R
e
p
l
a
t
\
W
3
R
D
S
T
-
D
e
s
i
g
n
D
r
a
w
i
n
g
.
d
w
g
3/
1
6
/
2
0
2
6
1
0
:
0
8
A
M
W.
3
R
D
S
T
SE
E
D
I
N
G
P
L
A
N
CI
T
Y
O
F
W
A
T
E
R
L
O
O
,
I
O
W
A
EN
G
I
N
E
E
R
I
N
G
D
E
P
A
R
T
M
E
N
T
71
5
M
U
L
B
E
R
R
Y
S
T
R
E
E
T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
O
N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
SCALE: 1" = 100' HOR
W. 3RD ST
US H
W
Y
6
3
NO
R
T
O
N
S
T
OUTLET = 840.30
GATEWELL C-3
TOP OF LEVEE
TOE OF LEVEE
F.
Y
.
2
0
2
6
P
A
R
K
V
I
E
W
M
A
N
O
R
A
N
D
W
.
3R
D
S
T
R
E
E
T
D
E
T
E
N
T
I
O
N
B
A
S
I
N
CO
N
T
R
A
C
T
#
1
1
3
7
4.2 AC OF
TYPE 2 SEEDING, FERTILIZING,
AND MULCHING
3.8 AC OF
TYPE 1 SEEDING, FERTILIZING,
AND MULCHING
DO NOT DRIVE
ON LEVEE