RD-12940 MC 85 PHASE-1B FINAL PLANS.PDF
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WATER
CS8BEDN
IA ENGINEERING
MC 85,
SALT RIVER PROJECT
IRRIGATION IMPROVEMENTS
SRP ENGINEERING FILE NO. RD-12940
CUSTOMER? MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION, BEN MARKERT
TEL
TEL
(602) 506-8603
CUSTOMER’ S ENGINEER:
(602) 821-2261
KIMLEY-HORN, DAVID RUTKOWSKI,
PE.
GIST AVENUE TO 95TH AVENUE, MCDOT PHASE 1/8
PHOENIX, ARIZONA
SRP DESIGNER? RICHARD JOHNSON
TEL.
(602) 236-4607
SRP INSPECTOR: JERRY CRAWFORD
TEL.
(602) 236-5096
LEGEND
GENERAL
NOTES
KEY PLAN
PLAN SYMBOLS
BENCHMARK
SECTION CORNER
SURVEY POINT
(CALLOUT )
SECTION LINE
CONSTRUCTION
BASELINE
EXISTING MANHOLE
PROPOSED MANHOLE
FIRE HYDRANT
WATER VALVE
METER (WATER-W
PROPERTY OR RIGHT —_d— -S
—_ 77 OF WAY LINE “CAS~G)
—_——_— _— EASEMENT LINE ——_ W—— WATER LINE
— € — CENTERLINE — S— SEWER LINE
— ¢-— GAS LINE
\ EXISTING EDGE °
Ss OF PAVEMENT r TELEPHONE (DUCT
OR CABLE)
PROPOSED EDSE
OF PAVEMENT pe UNDERGROUND ELEC
(DUCT OR CABLE)
—_____ Sr”
—_O— MANHOLE (NON WUA)
———— SLI PFORM LINING
——™., — sp— STORM DRAIN
LL
= =>25 EXISTING DITCH — CB CATCH BASIN
—_@—_
; ——— EXISTING PIPE UTILITY POLE
WD na
Ch See PROPOSED PIPE C DOWN SUY
oO —o+-1}-— FENCE (wooD)
ra
EXISTING HEADWALL
——
ag WITH AND WITHOUT CeCe TED NOT
fan SLIPFORM
— =2o. ® ® FENCE (MASONRY)
a : H
Hal & a | C ve PALM TREE
oS.
>a l
ae . sr EXISTING HEADWALL/
ag ie |) | = TRASHRACK WITH AND
= ir 3 | [ WITHOUT SLIPFORM TREE (TYPE)
ox iz nD |
ei ig | S|.
wi? > | 7 fs PROPOSED HEADWALL/ © STUMP
z mw Toh TRASHRACK WITH
Zi ER SLIPFORM = mB MAIL BOX
Zz Zz
Zllol, lve EXISTING TURNOUT EXISTING
bl Zlo [2/6 STRUCTURE —- FACILITIES
ie Ky (CALLOUT }
T [- om |x
a 2s PROPOSED TURNOUT
lak fae [ STRUCTURE esi fes
MWeF lal (CALLOUT )
eo (els
al i
ase |e|s
« ce 3 PROFILE SYMBOLS
FORM NO
WDF-IRRIGFS LOW BANK CENTERLINE OF ROAD
BED BED (DRAIN DITCH)
VV*KN Oettd
AVERAGE GROUND LEFT
AVERAGE GROUND RIGHT
AVERAGE GROUND (ONE GIVEN)
HIGH WATER
BED (PRIVATE DELIVERY)
HIGH GROUND
LOW GROUND
Per di<e
DWAWAWAWY
AwAWAWAY
CATCH BASIN
PROPOSED UTILITY
EXISTING UTILITY
POTHOLED UTILITY
PROPOSED PIPE
10.
vl,
12.
13.
14,
15.
16.
17.
18.
THE CUSTOMER/CONTRACTOR IS RESPONSIBLE TO OBTAIN A
PERMIT FOR WORK WITHIN PUBLIC AGENCY R/W AND ASSURE
THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH ALL
APPLICABLE FEDERAL, STATE, AND LOCAL SAFETY AND
ENVIRONMENTAL REGULATIONS.
THE WORK SPECIFIED ON THESE PLANS MAY INVOLVE THE USE
OF AREAS LOCATED BOTH WITHIN SRP _RIGHTS-OF-WAY AND
PUBLIC AGENCY RIGHTS-OF-WAY. IF THE PUBLIC AGENCY
ISSUES A PERMIT FOR WORK WITHIN ITS RIGHTS-OF-WAY, IT
WILL APPLY ONLY TO THE AREA WITHIN THE PUBLIC AGENCY
RIGHTS-OF-WAY. SUCH PERMIT SHALL NOT APPLY TO WORK
WITHIN SRP RIGHTS-OF-WAY HAVING PRIOR RIGHTS.
THE CONTRACTOR SHALL CONTACT BLUE STAKE AT
(602) 263-1100 AND SUCH OTHER LOCATORS/UTILITIES AS
NECESSARY TO LOCATE AND FLAG ALL EXISTING UNDERGROUND
UTILITIES BEFORE FIELD CONSTRUCTION BEGINS.
THE CUSTOMER'S CONTRACTOR IS REQUIRED TO CALL THE
SRP INSPECTOR FOR A PRECONSTRUCTION CONFERENCE IN
ACCORDANCE WITH THE APPLICABLE SRP LICENSE OR
CONSTRUCTION AGREEMENT BEFORE OBTAINING CONSTRUCTION
CLEARANCE AND STARTING CONSTRUCTION. CONTRACTOR MUST
SIGN A_ TEMPORARY IRRIGATION OUTAGE AGREEMENT, IF
REQUIRED, BEFORE CONSTRUCTION CAN BEGIN.
ALL CONSTRUCTION WATER AND POWER SHALL BE OBTAINED,
HANDLED, AND PAID FOR BY THE CONTRACTOR. THE
CONTRACTOR SHALL MAKE ARRANGEMENTS TO PROCURE AND
TRANSPORT WATER TO THE CONSTRUCTION SITE. ALL
TEMPORARY FACILITIES SHALL BE REMOVED BEFORE FINAL
ACCEPTANCE BY SRP.
ANY QUESTIONS RELATIVE TO THE ACCURACY OF THE
IMPROVEMENT INSTALLATION SHALL BE SUBMITTED IN WRITING
IMMEDIATELY AND BEFORE COMPLETION OF THE WORK IF ALL
SURVEY STAKES ARE MAINTAINED INTACT AS ORIGINALLY
PLACED. SHOULD SUCH STAKES NOT BE PRESENT AND VERIFIED
AS TO THEIR ORIGIN, NO CLAIM FOR ADDITIONAL
COMPENSATION FOR CORRECTION SHALL BE PRESENTED TO ANY
PARTY AND SUCH WORK SHALL BE CORRECTED AND PAID FOR
BY THE CONTRACTOR.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
ALL QUANTITIES AND ANY OTHER ITEMS AFFECTING THE BID
TO COMPLETE THE WORK SHOWN ON THE PLANS, AND TO BASE
THE BID SOLELY UPON VERIFIED QUANTITIES, IRRESPECTIVE
OF THE INFORMATION FURNISHED AS NOTED ABOVE. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
SRP INSPECTOR BEFORE CONSTRUCTION, OF ANY SIGNIFICANT
DISCREPANCIES BETWEEN THE CONTRACTOR'S ESTIMATED
QUANTITIES AND THOSE SHOWN ON THE PLANS.
THE CUSTOMER IS RESPONSIBLE FOR CLEARING THE
PROPOSED SRP IRRIGATION SYSTEM ALIGNMENT BEFORE SRP
CONSTRUCTION BEGINS. CLEARING SHALL INCLUDE REMOVAL
OF PAVEMENT, CURBS, GUTTERS, SIDEWALKS, SIGNS, UTILITY
POEs SEE TLIGHTS, FENCING AND ANY OTHER EXISTING
CONTACT SRP CUSTOMER SERVICE AT (602) 236-8888 FOR
REQUIREMENTS FOR PROTECTING, RELOCATING OR REMOVING
SRP POWER POLES (INCLUDING DOWN GUYS), UNDERGROUND
POWER LINES AND OTHER ELECTRICAL EQUIPMENT. THE
CUSTOMER IS RESPONSIBLE FOR ALL COSTS OF COMPLYING
WITH THESE REQUIREMENTS.
FOR IRRIGATION OUTAGE INFORMATION, CONTACT THE SRP
INSPECTOR.
IF THERE ARE CONFLICTS BETWEEN SRP'S PLANS AND
SPECIFICATIONS AND LOCAL GOVERNING REQUIREMENTS, THE
MOST STRINGENT REQUIREMENT SHALL APPLY, AS DETERMINED
BY THE SRP INSPECTOR.
ALL TRENCHING SHALL BE DONE IN ACCORDANCE WITH OSHA
CONSTRUCTION STANDARDS FOR EXCAVATIONS.
BACKFILL TO SPRING LINE AND HIGHER WITH MAG 728
172-SACK CLSM (SRP 00-0104) MEETING SPECIFICATION
SRP 02227. REMAINING BACKFILL PER SPECIFICATION
SRP 02224 OR MUNICIPALITY/OWNER REQUIREMENTS, WHICH-
EVER IS MORE STRINGENT AND APPROVED BY ENGINEER.
ALL DELIVERY STRUCTURES WILL BE INSTALLED BY SRP
FORCES. ALLOW A MINIMUM OF 30 DAYS BETWEEN ISSUANCE
OF THE SRP LICENSE OR NOTICE TO PROCEED, AND THE
INSTALLATION OF THE STRUCTURE.
SRP WILL PROVIDE STUBOUT FOR PRIVATE CONNECTION.
CUSTOMER IS RESPONSIBLE FOR DESIGN, CONSTRUCTION,
AND CONNECTION OF PRIVATE IRRIGATION FACILITIES.
CONNECTION TO SRP STUBOUT SHALL BE MADE USING MAG
STANDARD IRRIGATION STAND PIPE (MAG 503), JUNCTION
BOX (MAG 504), OR HEADWALL (MAG 50I-1). JUNCTION BOX
AND HEADWALL SHALL PROJECT MINIMUM 12" ABOVE FINISH
GRADE. CUSTOMER SHALL COMPLETE CONNECTION TO SRP
STUBOUT PRIOR TO DATE SET BY SRP FOR SYSTEM
ACTIVATION.
BEDDING MATERIAL MAG 702 ABC (SRP 00-0113), PLACED
PER SPECIFICATION SRP 02210 AT MINIMUM 95% AND +/- 32%
MOISTURE CONTENT (ASTM D698).
ALL PRECAST CONCRETE PIPE SHALL BE IN ACCORDANCE WITH
ASTM C76 CLASS III WALL B OR WALL C UNLESS OTHERWISE
NOTED, AND MEET SRP SPECIFICATIONS FOR PRECAST PIPE.
ALL EXISTING IRRIGATION FACILITIES DISTURBED BY NEW
Oe aps ON SHALL BE RECONSTRUCTED TO CURRENT SRP
ANDA .
19,
20.
2/.
22.
23.
24,
25.
26.
27.
28.
29.
30.
3l.
32.
33.
ALL WORK AND MATERIALS THAT DO NOT CONFORM TO THESE
PLANS, SPECIFICATIONS AND SRP LICENSES/CONSTRUCTION
AGREEMENTS, ARE SUBJECT TO REMOVAL AND REPLACEMENT
AT THE CONTRACTOR'S EXPENSE.
ALL DUST AND TRAFFIC CONTROLS REQUIRED BY THE LOCAL
GOVERNING AGENCY WILL BE OBTAINED, COORDINATED, AND
PAID FOR BY THE CONTRACTOR.
SRP DOES NOT GUARANTEE THE LOCATION OR ELEVATION OF
UTILITIES AND WILL NOT BE RESPONSIBLE FOR THEIR
RELOCATION.
THE UTILITIES IDENTIFIED ON THE PLANS MAY NOT
REPRESENT ALL EXISTING AND/OR CONFLICTING UTILITIES
WITHIN THE PROJECT LIMITS.
ALL UTILITIES WHICH HAVE BEEN POTHOLED (GENERALLY ALL
PIPES OR CONDUITS 2 INCHES OR LARGER IN DIAMETER AND
ALL CABLES WITH 25 PAIRS OR GREATER) ARE DESIGNATED
IN THE PROFILE WITH THE TERM "PH".
ALL UTILITIES MUST UNDERCROSS THE PROPOSED SRP
PIPELINE AND MAINTAIN A MINIMUM CLEARANCE OF TWO FEET,
UNLESS NOTED OTHERWISE.
UTILITIES PARALLEL TO SRP IRRIGATION PIPE ARE REVIEWED
ON A CASE-BY-CASE BASIS. LOCATE PARALLEL UTILITY OUT-
SIDE OF AREA SRP EXCAVATES WHEN MAINTAINING IRRIGATION
PIPE, OR 4'-O" BEYOND THE SIDE OF THE OUTSIDE BELL
DIAMETER OF THE SRP IRRIGATION PIPE, WHICHEVER IS
GREATER. TYPICAL EXCAVATION INCLUDES AREA ABOVE AND
TO EACH SIDE OF SRP IRRIGATION PIPE. SIDE EXCAVATION
INCLUDES AREA ABOVE A LINE EXTENDING UPWARD AND OUTWARD
AT A ONE-TO-ONE SLOPE FROM A POINT LEVEL WITH THE
BOTTOM OF AND 4'-0" BEYOND THE SIDE OF THE OUTSIDE BELL
DIAMETER OF THE SRP IRRIGATION PIPE.
LOCATION AND ELEVATION OF ALL BLUE STAKED UTILITIES
ARE TO BE FIELD VERIFIED. ALL CONFLICTING UTILITIES
ARE TO BE RELOCATED PRIOR TO SRP PIPE INSTALLATION.
CONTACT THE UTILITY COMPANY FOR COST AND SCHEDULE
REQUIREMENTS FOR RELOCATION.
VERTICAL CONTROLS ARE BASED ON SEA LEVEL DATUM AS
DEFINED BY THE BENCHMARK ON EACH PLAN/PROFILE.
VERTICAL CONTROLS MAY DIFFER BETWEEN PLAN/PROFILES.
CHECK PLANS FOR ELEVATION EQUATIONS.
STATIONS SHOWN ON THE PLAN/PROFILE ARE ALONG THE
SECTION LINE, UNLESS OTHERWISE NOTED.
DIMENSIONS LOCATING IRRIGATION MANHOLES AND DELIVERY
STRUCTURES ARE FROM THE SECTION LINE TO THE
CENTERLINE OF THE MANHOLE, AND TO THE FACE OF THE
ATO STRUCTURE RESPECTIVELY, UNLESS OTHERWISE
FACILITIES WHICH ARE NOT SPECIFICALLY LOCATED WITH
ACTUAL HORIZONTAL AND VERTICAL CONTROLS ARE LOCATED
ONLY APPROXIMATELY AND WITH THE BEST AVAILABLE
KNOWLEDGE.
ALL STAKING CONTROLS SHALL BE LEFT UNDISTURBED.
THE CONTRACTOR SHALL CALL THE SRP INSPECTOR TO
REFERENCE AND RESET ANY CONTROL POINTS THAT HAVE
TO BE DISTURBED. THE CONTRACTOR WILL BE CHARGED
FOR RESTAKING COSTS IF ANY STAKES ARE DESTROYED
AND REQUIRE REPLACEMENT.
ELEVATIONS SHOWN FOR IRRIGATION MANHOLES ARE AT THE
TOP OF THE PROPOSED SIDEWALK OR FINISHED ROADWAY
GRADE AT THE CENTERLINE OF THE MANHOLE (TWO CORNER
POINTS FOR THE 5-SIDED MANHOLE), UNLESS OTHERWISE
NOTED. THE TOP OF THE MANHOLE SHALL BE STAKED BY
THE CUSTOMER'S ENGINEER, AND THE HORIZONTAL OFFSET
CHECKED TO VERIFY THAT THE LOCATION IS IN CONFORMANCE
WITH THE LATEST REVISIONS TO THE GOVERNING AUTHORITY'S
PAVING PLANS. ALL OTHER SRP IRRIGATION STAKING SHALL
BE BY SRP FORCES, UNLESS OTHERWISE NOTED.
THE CUSTOMER'S ENGINEER SHALL VERIFY OR RE-ESTABLISH
SECTION CORNERS TO BE USED AS THE BASELINE FOR
IRRIGATION FACILITIES AND ALSO STAKE RIGHT-OF-WAY
LINES AND TEMPORARY CONSTRUCTION AND PERMANENT
EASEMENT LINES. SIDEWALKS AND BACK OF CURBS SHALL
BE STAKED AT PROPOSED SRP MANHOLES AND STRUCTURES.
ALL STAKING SHALL BE DONE PRIOR TO SRP STAKING NEW
IRRIGATION FACILITIES. THE CUSTOMER'S ENGINEER SHALL
MAINTAIN REFERENCE STAKES AS REQUIRED FOR THE
DURATION OF SRP IRRIGATION SYSTEM CONSTRUCTION.
PLAN
N
3E
2E WASHINGTON STREET 4e
3-9" PART A
| ——_| SHEETS
18A THRU 28
S
BUCKEYE ROAD = BUCKEYE] ROAD
5N =
nN
” |
t-———_
4.5N
DURANGO STREET
PART B
SHEETS
3 THRU 188
IMPORTANT NOTE
PART At SRP LAND RIGHTS REQUIRED
PART Bt USA LAND RIGHTS REQUIRED
Yo
DESIGN FOR CONSTRUCTION
REJ | REJ | RMP | RMP
O | RD- 12940 |2 = pee 1 uP) !7 30720
REY | sop No. | oFTR | oson | ENGR | TSStE | pate
INDEX
S827) SALT RIVER PROJECT
PONT IR WATER ENGINEERING <> PHOENIX, ARIZONA
GRAND CANAL
IRRIGATON GEOMETRY/KEY MAP SHEETS | 2
PLAN/PROFILE(S) SHEET | 3 |THRU SHEET
HEADWALL(S) SHEET |34
HEADWALL W/TRASHRACK(S) SHEET |35
MANHOLE DETAIL(S) SHEET |29| THRU SHEET
S3\|UTILITY DATA SHEET
2A|] TURNOUT STRUCTURE (S )JDETAILS SHEET |36
18B| |THRU SHEET |61
62
LATERAL 21.0, 22.0 & 23
SEC 9. 10, &16
TIN, RIE
THRU SHEET | 76
SCALE: NONE TEMPORARY - 12940FSHI.DGN SHEET NO.
SUBJ _CODE[DIST CODE[DWG SIZE
CV YZ = |22X34
12940F SHI /
°
Ko
KH
Ww
SZi}of. | a
YAD}| w > wW la
MaZl|| a lo a |=
= IS =
— IS
>a fo) ln
aa co
Sal} ' |= Vile
ot S=
8
a Ls
Sipe kK
Szri/= ie |= |e
GO}} Oo le oO
lo jo
3 Zz IS
a I lx 1 a
Qa x lo
s) =
a I i
a | ee Yn |v
Ww = |o =
a || > 5 |x
o) lac
Zz <x
ive) ha y =
fo) fo)
Ww 7 |” ~ |O
Ells le 3 |Z
<x — |< = jw
a . fw -/2 5
fo) Tt
— ja o jad
(rt IG)
ln NZ
mel] + |F offs
a=}! — fy — lwo
lac lar
FORM NO
CITY
OF
AVONDALE
BUCKEYE ROAD
107TH AVENUE
NOO°12'48°W 2623,77'
SOUTHWEST QUARTER
SECTION 8
T-1-N R-1-E
BUCKEYE ROAD _
111TH AVENUE
$89°51' 25°E 2516.16"
NORTHEAST QUARTER
SECTION 18
T-1-N R-1-E
107TH AVENUE
NOO* 11° 37°W 2670.60"
N89° 32" 34"E 2628.78"
NORTHWEST QUARTER
SECTION 17
T-1-N R-1-E
MC 85 75TH AVENUE TO IO/7TH AVENUE
SRP CONTROL (GEOMETRIC) SHEET
CITY
OF
TOLLESON
PHASE 1B
PHASE 1A
|
eo
103RD AVENUE (ALIGNMENT )
SOUTHEAST QUARTER
SECTION 8
T-1-N R-1-E
BUCKEYE ROAD
- TH 174 COMER SEC_17
TATION = 26828. 18 (EAST-WEST)
103RD AVENUE
N89° 11 49°E 2653.76'
NORTHEAST QUARTER
SECTION 17
T-1-N R-1-E
3
=|" 2
e 3 SOUTHWEST QUARTER
<I SOUTHWEST QUARTER SOUTHEAST QUARTER w/8 SECTION 10
5s SECTION 9 SECTION 9 Fa T-1-N R-1-£
m8 T-1-N R-1-E T-1-N R-1-€ = |i
8 alin
2 w aS
=z ' Le}
= S
8
_ BUCKEYE ROAD _ ¢ ; _ BUCKEYE ROAD _ ; — weaves 00°E 2547.00
N89°55'25"E 2633.94" N89°55' 29"E 2633.99'
3|8 . us NORTHWEST QUARTER
$ NORTHWEST QUARTER $ NORTHEAST QUARTER Shu SECTION 15
x SECTION 16 x, SECTION 16 WN T-1-N R-1-E
aN T-1-N R-1-E i T-1-N R-1-E 25
ie) v
PHASE 2B
-— -
CITY
OF
PHOENIX
PHASE 2A
PHASE 2B
CONTROL NOTES:
ALL SRP PLAN & PROFILE DRAWINGS ARE BASED ON
MARICOPA COUNTY SECTION CORNERS.
All Coordinates Shown are “GROUND COORDINATES"
Bearings are based on Grid North, AZSPCS, Central Zone, NAD83(CORS)
Vertical Datum? (NGVD29)
Benchmark: BRASS CAP ON TOP OF STRUCTURE (POINTS *8001)
Elevation: 996.48
Northing offset? 800,000
5 wl
© SOUTHEAST QUARTER qu
SECTION 10 alk
ry T-1-N R-1-E 35
1s) 6
RS}
2
ROAD __- — - —
aga tare 2615-22
x wd
‘ef Sly,
8 NORTHEAST QUARTER we
SECTION 15 es
Re T-1-N R-1-E a|
s Ig
ADDED NEW SURVEY BEARING CORRECTIONS IN BUCKEYE
ROAD AT THE NI74 CORNER OF SEC 17
REJ REJ REJ REJ
| |RD- 12940 REJ REJ REJ REJ 06/18/18
DESIGN FOR CONSTRUCTION
BAJ REJ RMP RMP
O |RD- 12940 BAJ REJ RMP RMP 12729/ 17
REV ENGR | ISSUE
NO. JOB NO. DFTR DSGN CHK AUTH DATE
S827) SALT RIVER PROJECT
PONT IR WATER ENGINEERING <> PHOENIX, ARIZONA
GRAND CANAL
LATERAL 21.0, 22.0 & 23.0
SEC 8,9, 10, 15, 16, 17, 18
Easting offset 500,000
CPI Grid to Ground Scale Facror:
Ex. (Ground Coordinate “+" Offser
Scale Factor reciprocal « Original
1.00013147212756
"x" CPI Grid to Ground
Grid Coordinate)
TIN RIE
GEOMETRIC SHEET
SCALE: NONE
TEMPORARY - 12940GE0I. DGN
SHEET NO.
SUBJ CODE}DIST CODE]DWG SIZE
CV Y3
12940GE0!
22X34
2
IRRIGFS. WOF
REL
REL
APPD | AUTH
ENGR | SUPV || SSUE
CHK
CWT
CWT
DFTR} DSGN
JWS
JWS
DATE
10. 13.05
04. 10. 07
REVISED EXISTING DITCH AND PIPE SYMBOLOGY.
18
REVISED BENCHMARK SYMBOLOGY TO BE A SOLID
REV
NO
17
TRIANGLE.
FORM_NO
WOF-IRRIGES
WATER Syid ENGINEERING
MC 85
SALT RIVER PROJECT
IRRIGATION IMPROVEMENTS
SRP ENGINEERING FILE NO. RD-12940
9IST AVENUE TO 95TH AVENUE
KEY PLAN PHASE IA & /B
ta
: :
~ SOUTHEAST QUARTER =
a SECTION 10 g
SOUTHWEST QUARTER T-1-N R-1-E ©
SOUTHEAST QUARTER SECTION 10
SECTION 9 T-1-N R-1-E
T-1-N R-1-E .
8 ao ‘
Ry 85
5 88
gal
£196 085
NR 7 102-
Ss BUCKEYE ROAD . +
|B 112-6195 TT ge 112-6196 I | oT , {ss
| MC 85/BUCKEYE ROAD i! . oo | Va
| A- 102-0072 A- 102-0073 A- 102-0074 A- 102-0075 | 83
: A- 102-0076 88 | g
; \ a i | a
| le NORTHEAST QUARTER
18 SECTION 15 5
| | s NORTHWEST QUARTER TEN Roe al ly
NORTHEAST QUARTER w x SECTION 15 : =
SECTION 16 oo T-1-N R-1-E a
T-1-N R-1-E a - 9
| ” IS gf [8
os v
| eS :
‘
——
PHOENIX, ARIZONA
DESIGN FOR CONSTRUCTION
BAJ | REJ | RMP | RMP
BAJ | REJ | RMP | Amp | '27297!7
O |RD- 12940
REV ENGR | ISSUE
NO. JOB NO. DFTR DSGN CHK AUTH DATE
S827) SALT RIVER PROJECT
PONT IR WATER ENGINEERING <> PHOENIX, ARIZONA
GRAND CANAL
DRAIN & LATERAL 21.0,22.0
SEC 9,10 & 16
TIN RIE
KEY PLAN PHASE IA & IB
SCALE: NONE KEY PLAN PHASE 1. DGN SHEET NO.
SUBJ CODE}DIST CODE]DWG SIZE
CV v3 |zexsa) KEY PLAN 2A
REF #4: ~-----------
REFERENCE FILES USED!
REF */#M38M.DGN
REF #31 ------------
REF #2! M3BM.OGN
CONT. NORTH
DWG B-112-G037
s—
STA 26+21.0
OFFSET 37.5'LT
€ MH #1
DWG A-910-G408
STA_ 26+ 33.94
4 COR
SEC 9 ,TIN,RIE
STA 27+02.5
OFFSET 38.0°LT
|
STA Er 33:5
OFFSET 52.2°LT
€ HOWL/TRRK *1
IOWG _12940HT I
wei
\S
|
o>)
yj
a
29:00 S LINE SEC 9 TIN RIE 30+00
€ HOWL/TRRK_
(OWG A-
3653.99
WEST
BUCKEYE ROAD
(2) 24"RGRCP
FOR LATERAL 22
CLASS 5 [—|SEE_OWG A
OWG B-112-G018
CONT.
MATCHLINE STA 26+00
wl STA 26*63-5
/ / STA 27+07.7
S
OFFSET 40.4'RT
NSN
NN
NN
NSN
NN
NN
NN
NWN
VY¥YZZ7777777797IITITIT ITI IT TTT TTT
ZLILLIILIIILIILI ILI TTT TTT
c=
y
PPSNG. WDF
36"RGRCP
36"RGRCP
CONSTRUCTION NOTES
(1) THE SENERAL NOTES ON THE COVER SHEET INCLUDE
ADDITIONAL REQUIREMENTS RELATING TO THIS WORK.
(2) UTILITY CROSSING/PARALLE
L - SEE THE GENERAL NOTES
CONCERNING BLUE STAKING EXISTING UTILITIES, MINIMUM
CLEARANCES FROM SRP IRRIGATION FACILITIES, AND
RELOCATING CONFLICTING UTILITIES.
{3) REMOVE AS REQUIRED FOR CONSTRUCTION.
8) STANDARD SRP IRRIGATION MARKER BALLS,
(STOCK CODE
No. 5011771), SHALL BE INSTALLED BY THE CUSTOMER'S
CONTRACTOR, AS DIRECTED BY SRP, BETWEEN STATION
26+23.0 AND STATION 27+26.9 AND AT OTHER PIPE
LOCATIONS AS INDICATED. PLACE BALLS AT EVERY ANGLE
POINT, AT 100' INTERVALS ALONG STRAIGHT RUNS,
INTERVALS ON CURVED RUNS,
50'
AT BURIED END POINTS, AND
3' BELOW THE SURFACE OR ON TOP OF THE PIPE/COLLAR
(EMBED _IN WET CONCRETE),
CONTACT SRP WATER INSPECTOR TO RECEIVE THE SRP
IRRIGATION MARKER BALLS.
WHICHEVER IS SHALLOWER.
C) see SHEET PHGI95 FOR UTILITY POTHOLE INFORMATION.
TIE TO EXISTING MANHOLE IN ACCORDANCE WITH SRP STD
DWG WES-30300-005.
SRP ESMT
36 ""RGRCP]
[1 MH FI
STA 27+26.3
, — — — —]OFFSET 77.0'RT
DWG_12940DBMH! NEW TCE
STA 31+34.9
OFFSET 77.0'RT
€ MH #2
DWG_12940MH2
REL
REL
SUPV || SSUE
APPD | AUTH
ENGR
CHK
CWT
CWT
DFTR| CHKR
JWS
IRCLE NOTES FOR BRIDGE RECOVERY
ATION.
FOR INDUSTRIAL DRIVEWAY WITH
DATE
04. 03.06 | JWS
04. 10. 07
9&C
NSTALL
JOB/ LOG
NO
REV
NO
~ foo)
ADDED HEX NOTE
AND STEP PAD |
ADDED CIRCLE NOTE
IDEPRESSED CURB.
=
FORM_NO.
WOF-PPSNG
Sta ZI 26- ce
“(EL 99358:
ELEVATION EQUATION#
ELEVATION THIS DWC.
LOCATION PLAN
2E 3E
MINUS 0.09' EQUALS
ELEVATION OF MCDOT 5n-|_VAN_BUREN ST
PROJECT NO. TT345
MC 85 BUCKEYE ROAD uu
uy
S s
= wz
= a
2 oO
4N a
BENCHMARK: BUCKEYE RD
NE COR PLTO STR 2-23-84.3
LOCATED AT 50’ SOUTH AND
665' WEST OF THE NORTHEAST
CORNER OF SECTION 18,TIN,RIE.
ELEVATION 996.48’
yaw
DRAWN FROM SRP SURVEY W/3-53393-O1 &
DESIGN PLANS FROM MCDOT FOR MC 85 EXPANSION.
DESIGN FROM STA 26+23.04 TO STA 27+26.9
BAJ | REJ | RMP | RMP
0 |RD-12940 |<} | | 01/30/20
REV ENGR ISSUE
NO. JOB NO. DFTR DSGN CHK AUTH DATE
S827) SALT RIVER PROJECT
PONT IR WATER ENGINEERING <> PHOENIX, ARIZONA
GRAND CANAL
DRAIN
SEC 9 TIN RIE
S4 COR TO 660°E
SCALE: PLAN |"=30’, PROFILE 1" =4’ |
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SUBJ CODE}DIST CODE]DWG SIZE
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CONSTRUCTION NOTES
9 O990 OO
THE GENERAL NOTES ON THE COVER SHEET INCLUDE
ADDITIONAL REQUIREMENTS RELATING TO THIS WORK.
UTILITY CROSSING/PARALLEL - SEE THE
CONCERNING BLUE STAKING EXISTING UTILITIES, MINIMUM
CLEARANCES FROM SRP IRRIGATION FACILITIES, AND
RELOCATING CONFLICTING UTILITIES.
REMOVE AS REQUIRED FOR CONSTRUCTION.
TURNOUT STRUCTURES AND PIPE STUBOUTS TO BE
CONSTRUCTED BY SRP.
PRIVATE IRRIGATION SYSTEM CONNECTION TO BE DESIGNED
AND CONSTRUCTED BY CUSTOMER.
CUSTOMER SHALL REMOVE AND PROPERLY DISPOSE OF
EXISTING SRP CONCRETE DITCH LINING. AFTER REMOVING
LINING, BACKFILL DITCH TO DESIGN GRADE.
CUSTOMER SHALL REMOVE AND PROPERLY DISPOSE OF THOSE
PARTS OF SRP IRRIGATION SYSTEM MADE OBSOLETE WHEN
GENERAL NOTES
NEW SRP IRRIGATION SYSTEM IS COMPLETE AND OPERATIONAL.
Bae te HOLES AND DEPRESSIONS TO BRING TO DESIGN
‘ADE.
)
STANDARD SRP IRRIGATION MARKER BALLS,
No. 5011771), SHALL BE INSTALLED BY THE CUSTOMER'S
CONTRACTOR, AS DIRECTED BY SRP, BETWEEN STATION
26+28.3 AND STATION 32+00.0 AND AT OTHER PIPE
(STOCK CODE
LOCATIONS AS INDICATED. PLACE BALLS AT EVERY ANGLE
POINT, AT 100'
INTERVALS ON CURVED RUNS,
INTERVALS ALONG STRAIGHT RUNS,
AT BURIED END POINTS,
50°
AND
3’ BELOW THE SURFACE OR ON TOP OF THE PIPE/COLLAR
(EMBED _IN WET CONCRETE), WHICHEVER IS SHALLOWER.
CONTACT SRP WATER INSPECTOR TO RECEIVE THE SRP
IRRIGATION MARKER BALLS.
CD see SHEET PHOO72 FOR UTILITY POTHOLE INFORMATION.
REL
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3N
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ELEVATION 996.48'
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4 7
REDRAWN FROM A- 102-1277, SRP SURVEY W1I3-53393-01 &
DESIGN PLANS FROM MCDOT FOR MC 8&5 EXPANSION.
DESIGN FROM STA 26+28.3 TO STA 32+00.0
O |RD- 12940
BAJ
REJ RMP RMP
BAJ
REJ RMP RMP
01730720
REV
NO.
JOB NO. DFTR
ENGR | ISSUE
DSON | CHK | AUTH
DATE
S827) SALT RIVER PROJECT
C OLN
WATER ENGINEERING <> PHOENIX, ARIZONA
GRAND CANAL
LATERAL 22.0
SEC 16 TIN RIE
N4 COR TO 660°E
SCALE: PLAN |" =30',
PROFILE 1" =4’ | A1020072. DGN
SHEET NO.
SUBJ CODE
DIST CODE]DWG SIZE
27+00
29+ 00
31+00 32+ 00
PP
Y2 | 22X34
A- 102-0072
4
CONSTRUCTION NOTES
(1) THE GENERAL NOTES ON THE COVER SHEET INCLUDE
ADDITIONAL REQUIREMENTS RELATING TO THIS WORK.
(2) UTILITY CROSSING/PARALLEL - SEE THE GENERAL NOTES
CONCERNING BLUE STAKING EXISTING UTILITIES, MINIMUM
CLEARANCES FROM SRP IRRIGATION FACILITIES, AND
RELOCATING CONFLICTING UTILITIES.
(6) CUSTOMER SHALL REMOVE AND PROPERLY DISPOSE OF
EXISTING SRP CONCRETE DITCH LINING. AFTER REMOVING
LINING, BACKFILL DITCH TO DESIGN GRADE.
(7) CUSTOMER SHALL REMOVE AND PROPERLY DISPOSE OF THOSE
PARTS OF SRP IRRIGATION SYSTEM MADE OBSOLETE WHEN
NEW SRP IRRIGATION SYSTEM IS COMPLETE AND OPERATIONAL.
BACKEILL HOLES AND DEPRESSIONS TO BRING TO DESIGN
A .
8) STANDARD SRP IRRIGATION MARKER BALLS, (STOCK CODE
No. 5011771), SHALL BE INSTALLED BY THE CUSTOMER'S
CONTRACTOR, AS DIRECTED BY SRP, BETWEEN STATION
32+00.0 AND STATION 39+20.0 AND AT OTHER PIPE
LOCATIONS AS INDICATED. PLACE BALLS AT EVERY ANGLE
POINT, AT 100' INTERVALS ALONG STRAIGHT RUNS, 50'
INTERVALS ON CURVED RUNS, AT BURIED END POINTS, AND
3' BELOW THE SURFACE OR ON TOP OF THE PIPE/COLLAR
(EMBED IN WET CONCRETE), WHICHEVER IS SHALLOWER.
CONTACT SRP WATER INSPECTOR TO RECEIVE THE SRP
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NE COR PLTO STR 2-23-84.3
LOCATED AT 50' SOUTH AND
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CORNER OF SECTION /8,TIN,RIE.
ELEVATION 996.48'
4 7
REDRAWN FROM A- 102-1278, SRP SURVEY W1I3-53393-01 &
DESIGN PLANS FROM MCDOT FOR MC 8&5 EXPANSION.
DESIGN FROM STA 32+00.0 TO STA 39+20.0
BAJ REJ RMP RMP
O |RD- 12940 BAJ REJ RMP RMP 01730720
REV ENGR | ISSUE
NO. JOB NO. DFTR DSGN CHK AUTH DATE
S827) SALT RIVER PROJECT
PONT IR WATER ENGINEERING <> PHOENIX, ARIZONA
GRAND CANAL
LATERAL 22.0
SEC 16 TIN RIE
660'E/O N4 COR
TO 16/7! COR
SCALE: PLAN |"=30’, PROFILE 1" =4’ | A1020073. DGN SHEET NO.
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(2) UTILITY CROSSING/PARALLEL - SEE THE GENERAL NOTES
CONCERNING BLUE STAKING EXISTING UTILITIES, MINIMUM
CLEARANCES FROM SRP IRRIGATION FACILITIES, AND
RELOCATING CONFLICTING UTILITIES.
(6) CUSTOMER SHALL REMOVE AND PROPERLY DISPOSE OF
EXISTING SRP CONCRETE DITCH LINING. AFTER REMOVING
LINING, BACKFILL DITCH TO DESIGN GRADE.
(7) CUSTOMER SHALL REMOVE AND PROPERLY DISPOSE OF THOSE
PARTS OF SRP IRRIGATION SYSTEM MADE OBSOLETE WHEN
NEW SRP IRRIGATION SYSTEM IS COMPLETE AND OPERATIONAL.
BACKEILL HOLES AND DEPRESSIONS TO BRING TO DESIGN
A °
) STANDARD SRP IRRIGATION MARKER BALLS, (STOCK CODE
No. 5011771), SHALL BE INSTALLED BY THE CUSTOMER'S
CONTRACTOR, AS DIRECTED BY SRP, BETWEEN STATION
39+20.0 AND STATION 46+40.0 AND AT OTHER PIPE
LOCATIONS AS INDICATED. PLACE BALLS AT EVERY ANGLE
POINT, AT 100° INTERVALS ALONG STRAIGHT RUNS, 50°
INTERVALS ON CURVED RUNS, AT BURIED END POINTS, AND
3' BELOW THE SURFACE OR ON TOP OF THE PIPE/COLLAR
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ELEVATION 996.48'
4 7
REDRAWN FROM A- 102-1279, SRP SURVEY W1I3-53393-01 &
DESIGN PLANS FROM MCDOT FOR MC 8&5 EXPANSION.
DESIGN FROM STA 39+20.0 TO STA 46+40.0
BAJ REJ RMP RMP
O |RD- 12940 BAJ REJ RMP RMP 01730720
REV ENGR | ISSUE
NO. JOB NO. DFTR DSGN CHK AUTH DATE
S827) SALT RIVER PROJECT
PONT IR WATER ENGINEERING <> PHOENIX, ARIZONA
GRAND CANAL
LATERAL 22.0
SEC 16 TIN RIE
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NEW SRP IRRIGATION SYSTEM IS COMPLETE AND OPERATIONAL.
BACKEILL HOLES AND DEPRESSIONS TO BRING TO DESIGN
A °
(8) STANDARD SRP IRRIGATION MARKER BALLS, (STOCK CODE
No. 5011771), SHALL BE INSTALLED BY THE CUSTOMER'S
CONTRACTOR, AS DIRECTED BY SRP, BETWEEN STATION
46+60.0 AND STATION 51+67.4 AND AT OTHER PIPE
LOCATIONS AS INDICATED. PLACE BALLS AT EVERY ANGLE
POINT, AT 100' INTERVALS ALONG STRAIGHT RUNS, 50°
INTERVALS ON CURVED RUNS, AT BURIED END POINTS, AND
3' BELOW THE SURFACE OR ON TOP OF THE PIPE/COLLAR
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CONTACT SRP WATER INSPECTOR TO RECEIVE THE SRP
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— ELEVATION EQUATION?
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MC 85 BUCKEYE ROAD
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REFERENCE DWG. WES-SRPSFLNG DWG A- 102-0080
A
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ELEVATION 996.48'
ENGR
CHK
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Fey. = neat ; : : DESIGN FROM STA 46+40.0 TO STA 51+67.4
DATE
04. 03.06 | JWS
04. 10.07 | JWS
AI ZT a er ; f BAJ | REJ | RMP | RMP
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NO
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AND STEP PA
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SCALE: PLAN |"=30’, PROFILE 1" =4’ | A1020075. DGN SHEET NO.
. - a . PTPE:. TRANSITION:
982 2S EEE ccc MBE 99528 SSUES aaaataee TIITTRIIITTTE Linnie: Saseetaeeeeeeeteeeeeees teeeeeeeseee eset sseesessctestesee (2 90-©-c FY: eet mass DLIIIIIIIIE pssst Seeseeses ovecpevesenteeetsvecneey Ssitctst:chicttece sesseeses tot. steee festsstet Sesesseet stsstseetsetsstee 982 |SUBs_CODE]DIST CODEJDWG SIZE
— a a a — : gg — pe | v2 |eaxxa| A- 102-0075 | 7
"EXTSTING 3: : a SEIN
REF #4: ~-----------
REFERENCE FILES USED!
REF #31 ------------
REF *1!M3BM.OGN
REF #2! M3BM.OGN
PPSNG. WDF
WEST
OWG A- 102-0075
CONT.
NORTH
| CONT.
102-0082
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SEE DWG A-
102-0082
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FOR DETAILS
STA_52+67.93
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SEC 9 ,TIN, RIE
CONSTRUCTION NOTES
@
@
@
8)
oO)
THE GENERAL NOTES ON THE COVER SHEET INCLUDE
ADDITIONAL REQUIREMENTS RELATING TO THIS WORK.
UTILITY CROSSING/PARALLEL - SEE THE GENERAL NOTES
CONCERNING BLUE STAKING EXISTING UTILITIES, MINIMUM
CLEARANCES FROM SRP IRRIGATION FACILITIES, AND
RELOCATING CONFLICTING UTILITIES.
REMOVE AS REQUIRED FOR CONSTRUCTION.
CUSTOMER SHALL REMOVE AND PROPERLY DISPOSE OF THOSE
PARTS OF SRP IRRIGATION SYSTEM MADE OBSOLETE WHEN
NEW SRP IRRIGATION SYSTEM IS COMPLETE AND OPERATIONAL.
pace te HOLES AND DEPRESSIONS TO BRING TO DESIGN
‘ADE.
STANDARD SRP IRRIGATION MARKER BALLS, (STOCK CODE
No. 5011771), SHALL BE INSTALLED BY THE CUSTOMER'S
CONTRACTOR, AS DIRECTED BY SRP, BETWEEN STATION
51+84,.8 AND STATION 53+24.4 AND AT OTHER PIPE
LOCATIONS AS INDICATED. PLACE BALLS AT EVERY ANGLE
POINT, AT 100' INTERVALS ALONG STRAIGHT RUNS, 50'
INTERVALS ON CURVED RUNS, AT BURIED END POINTS, AND
3’ BELOW THE SURFACE OR ON TOP OF THE PIPE/COLLAR
(EMBED _IN WET CONCRETE), WHICHEVER IS SHALLOWER.
CONTACT SRP WATER INSPECTOR TO RECEIVE THE SRP
IRRIGATION MARKER BALLS.
SEE SHEET PHOO76 FOR UTILITY POTHOLE INFORMATION.
REL
REL
SUPV || SSUE
APPD | AUTH
ENGR
CHK
CWT
CWT
DFTR| CHKR
JWS
JWS
CLE NOTES FOR BRIDGE RECOVERY
1ON.
FOR INDUSTRIAL DRIVEWAY WITH
DATE
04. 03. 06
04. 10. 07
9 & CIR
NSTALLAT
JOB/ LOG
NO
~ foo)
ADDED HEX NOTE
AND STEP PAD |
ADDED CIRCLE NOTE
IDEPRESSED CURB.
REV
NO
FORM_NO.
WOF-PPSNG
1012
1010
1008
1006
1004
1002
1000
998
996
994
992
990
988
986
984
982
1012
1010
1008
1006
1004
1002
SEL 998. 75
1000
998
996
994
992
990
988
986
984
982
ELEVATION EQUATION#
LOCATION PLAN
ELEVATION THIS ODWG.
MINUS 0.09' EQUALS
ELEVATION OF MCDOT
PROJECT NO.
MC
BENCHMARK?
NE
LOCATED AT 50'
665'
2E 3E
BUCKEYE RD
A
=
TT 345
85 BUCKEYE ROAD
9IST AVE
99TH AVE
3N
LOWER BUCKEYE RD
COR PLTO STR 2-23-84.3
SOUTH AND
WEST OF THE NORTHEAST
CORNER OF SECTION 18,TIN,RIE.
ELEVATION 996.48'
4 7
REDRAWN FROM A- 102-1280,
DESI
DESI
SRP SURVEY W13-53393-01 &
GN PLANS FROM MCDOT FOR MC 85 EXPANSION.
GN FROM STA 51+84.8 TO STA 53+24.4
O
BAJ REJ RMP RMP
BAJ REJ RMP RMP
RD- 12940 01730720
REV
NO.
peTR | pson | ENGR | ISSUE
JOB NO. CHK | AUTH
DATE
S827) SALT RIVER PROJECT
C OLN
WATER ENGINEERING <> PHOENIX, ARIZONA
GRAND CANAL
LATERAL 22.0
SEC 9& 10 TIN RIE
SE COR SEC 9 TO
SW COR SEC 10
SCALE:
PLAN I"=30', PROFILE 1" =4’ | A1020076. DGN SHEET NO.
SUBJ CODE
49+00
50+00 5/+00
53+ 00
PP
DIST CODE[OWG SIZE A- 102- 0076
Y2 | 22X34
16
, | CONSTRUCTION NOTES
(1) THE SENERAL NOTES ON THE COVER SHEET INCLUDE
ADDITIONAL REQUIREMENTS RELATING TO THIS WORK.
(6) CUSTOMER SHALL REMOVE AND PROPERLY DISPOSE OF
EXISTING SRP CONCRETE DITCH LINING. AFTER REMOVING
LINING, BACKFILL DITCH TO DESIGN GRADE.
(8) STANDARD_SRP IRRIGATION MARKER BALLS, (STOCK CODE
No. 50/1771), SHALL BE INSTALLED BY THE CUSTOMER’ S
CONTRACTOR, AS DIRECTED BY SRP, BETWEEN STATION
STA 26+40.0 32+95.9 AND STATION 33+00.0 AND AT OTHER PIPE
£4 COR LOCATIONS AS INDICATED. PLACE BALLS AT EVERY ANGLE
SEC 16, TIN, RIE POINT, AT 100' INTERVALS ALONG STRAIGHT RUNS, 50'
INTERVALS ON CURVED RUNS, AT BURIED END POINTS, AND
3’ BELOW THE SURFACE OR ON TOP OF THE PIPE/COLLAR
(EMBED _IN WET CONCRETE), WHICHEVER IS SHALLOWER.
CONTACT SRP WATER INSPECTOR TO RECEIVE THE SRP
IRRIGATION MARKER BALLS.
REFERENCE FILES USED:
REF *1# M3BM.DGN
REF #31 ------------
REF #4
REF #2! M3BM.OGN
SLIPFORM LINING|
STA 26+
OFFSET
SE COR
STA 32+95.9
OFFSET 39.4°LT
€ HOWL *3
DWG _!12940HWI |
8 STA 32+43.7 | (84 2" RGRCP | 8
¢ OFFSET 23.1'LT Rs
wl TIE TO EXIST | ™ Cs)
& x | = 5
Ee) ! a ES
>N ; —-e fre r rrr rrr aa rr aN
BS 2 SDS TTT TTT TTT TTT TTT TST TST TTT TST TTT ST TT TTT TT TTT TT TT TS TS TS TT TT TS TT TT ¥ |2s
' ~ ~ I
“= ~ \ ~ ex
KR = IS = KR
sei & » 28+00 91ST AVENUE 2900 E LINE SEC_16 TIN RIE 30+00 31+00 ' 32+00 er se
OS! § NO1°48' 02"E 2663.81" ye
EXIST PVMNT EDGE
ELEVATION EQUATION#
ELEVATION THIS DWG. LOCATION PLAN
MINUS 0.09' EQUALS 2E JE
ELEVATION OF MCDOT 4N BUCKEYE RD
PROJECT NO. T7345
MC 85 BUCKEYE ROAD
LL ly Ww
S = ax
nN
a) = me
5 a 5
Q
Q
=]... BENCHMARK? 3 TTOWER BUCKEYE RD
fale |e NE COR PLTO STR 2-23-84.3
zee |. & LOCATED AT 50' SOUTH AND
ae |b 665' WEST OF THE NORTHEAST
sz Bl. CORNER OF SECTION 18,TIN,RIE.
ao" & | fe ELEVATION 996.48’
ake k 47
aS P3]S REDRAWN FROM A-102-305.2, SRP SURVEY W13-53393-01
3 Pols ke DESIGN PLANS FROM MCDOT FOR MC 85 EXPANSION.
2] bE} Es DESIGN FROM STA 32+43.7 TO STA 33+00.0
a2 1 i \ Bo _ BAJ REJ RMP RMP
=f Be) OQ |RD- 12940 5-251 ae uP) 20750720
WE] r [Bo] o ae ” “estes TL: ” REV ENGR | ISSUE
aL es BED: OF DITCH. BEA Set eo OSH oo : - No. | 208 NO} | DFTR | DSON | CHK | autH | DATE
WOF-PPSNG STR cr ae : CS9S275 SALT RIVER PROJECT
99:432-----:--}- > a aie WATER ENGINEERING <> PHOENIX, ARIZONA
LATERAL 22.0
E4 COR TO 650'N
SCALE: PLAN |" =30’, PROFILE i"=4' | A1020077. OGN SHEET NO,
SUBJ CODE}DIST CODEJDWG SIZE
PP Y2 |22Xx34 A- 102-0077 8
, | CONSTRUCTION NOTES
(1) THE GENERAL NOTES ON THE COVER SHEET INCLUDE
STA 39+65.3 ADDITIONAL REQUIREMENTS RELATING TO THIS WORK.
OFFSET 92.8°LT = UTILITY CROSSING/PARALLEL - SEE THE GENERAL NOTES
€ HOWL *4 48" RGRCP Ka) @) CONCERNING BLUE STAKING EXISTING UTILITIES, MINIMUM
OWG _!12940HW! CLEARANCES FROM SRP IRRIGATION FACILITIES, AND
STA 36°40.9 < RELOCATING CONFLICTING UTILITIES.
«> |OFFSET 66.0°LT STA 39*58.1 {3) REMOVE AS REQUIRED FOR CONSTRUCTION.
S END 42°RGRCP OFFSET 67.6°LT
STA 33+57.7 CLASS Z SE COR PLTO STR 4) TURNOUT STRUCTURES AND PIPE STUBOUTS TO BE
OFFSET 66.0'LT OWG B-528-03509 PRIVATE IRRIGATION SYSTEM CONNECTION TO BE DESIGNED
STA 36+64.9 oF) AND CONSTRUCTED BY CUSTOMER.
" (5) PVT DEL
OEE ee Rate N (6) CUSTOMER SHALL REMOVE AND PROPERLY DISPOSE OF
STA 39+56 EXISTING SRP CONCRETE DITCH LINING. AFTER REMOVING
CLASS ¥ ® LINING, BACKFILL DITCH TO DESIGN GRADE.
(7) CUSTOMER SHALL REMOVE AND PROPERLY DISPOSE OF THOSE
PARTS OF SRP IRRIGATION SYSTEM MADE OBSOLETE WHEN
NEW SRP IRRIGATION SYSTEM IS COMPLETE AND OPERATIONAL.
BACKEILL HOLES AND DEPRESSIONS TO BRING TO DESIGN
A °
(8) STANDARD _SRP IRRIGATION MARKER BALLS, (STOCK CODE
No. 5011771), SHALL BE INSTALLED BY THE CUSTOMER’ S
CONTRACTOR, AS DIRECTED BY SRP, BETWEEN STATION
33+#00.0 AND STATION 40+00.0 AND AT OTHER PIPE
LOCATIONS AS INDICATED. PLACE BALLS AT EVERY ANGLE
POINT, AT 100' INTERVALS ALONG STRAIGHT RUNS, 50’
INTERVALS ON CURVED RUNS, AT BURIED END POINTS, AND
3' BELOW THE SURFACE OR ON TOP OF THE PIPE/COLLAR
(EMBED IN WET CONCRETE), WHICHEVER IS SHALLOWER.
CONTACT SRP WATER INSPECTOR TO RECEIVE THE SRP
IRRIGATION MARKER BALLS.
REFERENCE FILES USED:
REF *1# M3BM.DGN
REF #31 ------------
REF #4
REF #2! M3BM.OGN
/
OFFSET 17.0'
S
nr
en
D+
22.0-
SLIPFORM LININGK6) SE COR OLT
()SLIPFORM LINING| i
Td
]
=
i
42" RGRCPK8
Gu V.
Qs)
0079
NOTIFY THE SRP INSPECTOR A MINIMUM OF 72 HOURS PRIOR
TO REMOVING SRP IRRIGATION STRUCTURE, SO SRP CAN
SALVAGE HARDWARE.
@) SEE SHEET PHOO78 FOR UTILITY POTHOLE INFORMATION.
DWG A-102-0077
CONT. SOUTH
MATCHLINE STA 33+00
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=
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NORTH
102-
CONT
DWG A
ee
00 34+00 i 35+00 91ST AVENUE 37#00 E LINE SEC 16 TIN RIE 38+00 \ 39+00 | \\ 40
/\
| NO1°48' 02"E F \ 2663.81' |
) EXIST PVMNT EDGE =;
PROPOSED RD ,TAPER 48" CP o 5 5 ‘ 5 5 30" CP|__5
STA 39+75.9
OFFSET 28.1'RT
EL 995.2t
a
MATCHLINE STA 40+00
9
(8)}4 2" RGRCP
STA 36+22.0 Kp) (CLASSY) QysTa 36+89.7
K 9.50’ " ros OFFSET 22.5'LT OFFSET 22.4'LT
€ HOWL € HOWL
STA_26+40.0
£4 COR HW }
SEC 16,TIN,RIE — I CATCH BASIN |
\\ ELEVATION EQUATION#
“\\ LOCATION PLAN
2E 3E
BUCKEYE RD
lL x PVT SLIPFORM
ELEVATION THIS DWC.
CROSS SECTION wnrs) ELEVATION OF MCDOT
a 32) 00 o 1 or a PROJECT NO. TT345
A +90.0+f A +00.
1200 M.!. DESIGN CAPACITY MC 89 BUCKEYE ROAD
2" CONC THICKNESS
REFERENCE DWG. WES-SRPSFLNG
A
=
9IST AVE
99TH AVE
“HYD: -GR*0, 00037...) 222222:
11.200-MT..48"RGRCP. E
0? 0,. 012: vr 2.4 pst: OF: i
PPSNG. WDF
3N
BENCHMARK? LOWER BUCKEYE RD
NE COR PLTO STR 2-23-84.3
REL
REL
LOCATED AT 50' SOUTH AND
665' WEST OF THE NORTHEAST
CORNER OF SECTION 18,TIN,RIE.
ELEVATION 996.48'
ENGR | SUPV |1SSUE
CHK | APPD | AUTH
CWT
CWT
DFTR| CHKR
4 7
RCLE NOTES FOR BRIDGE RECOVERY
FOR INDUSTRIAL DRIVEWAY WITH
DATE
REDRAWN FROM A- 102-1300, SRP SURVEY W1I3-53393-01 &
DESIGN PLANS FROM MCDOT FOR MC 8&5 EXPANSION.
04. 03.06 | JWS
&
A
04. 10.07 | JWS
DESIGN FROM STA 33+00.0 TO STA 40+00.0
NO
BAJ REJ RMP RMP
O |RD- 12940 BAJ REJ RMP RMP 01730720
REV | JOB/LOG
NO
~ foo)
9 cl
AND STEP PAD INSTALLATION.
ADDED CIRCLE NOTE
ADDED HEX NOTE
IDEPRESSED CURB.
REV) Joep no. | oFtR | pson | ENGR | ISSUE | pate
Ong SY A EF KF HY AY EY PW ra ¢ f , fooled : . " ae peeeeeeeet Peeteceesh ; : . = : = NO. CHK AUTH
WOF-PPSNG CSyx2z) SALT RIVER PROJECT
a aie WATER ENGINEERING <> PHOENIX, ARIZONA
3 EEE oe : : GRAND CANAL
STA. 36#22. STA... 36%. : caer eeeeer eee 7 LA TERAL 22. O
El 993..32- | EL 993.7: — : SEC 16 TIN RIE
650'N/O E4 COR
TO 1678 COR
SCALE: PLAN |"=30’, PROFILE 1" =4’ | A1020078. DGN SHEET NO.
SUBJ CODE}DIST CODE]DWG SIZE
PP Y2 |22Xx34 A- 102-0078 9g
, | CONSTRUCTION NOTES
(1) THE GENERAL NOTES ON THE COVER SHEET INCLUDE
ADDITIONAL REQUIREMENTS RELATING TO THIS WORK.
(6) CUSTOMER SHALL REMOVE AND PROPERLY DISPOSE OF
EXISTING SRP CONCRETE DITCH LINING. AFTER REMOVING
LINING, BACKFILL DITCH TO DESIGN GRADE.
(7) CUSTOMER SHALL REMOVE AND PROPERLY DISPOSE OF THOSE
PARTS OF SRP IRRIGATION SYSTEM MADE OBSOLETE WHEN
NEW SRP IRRIGATION SYSTEM IS COMPLETE AND OPERATIONAL.
BACKEILL HOLES AND DEPRESSIONS TO BRING TO DESIGN
A .
(8) STANDARD _SRP IRRIGATION MARKER BALLS, (STOCK CODE
No. 50/1771), SHALL BE INSTALLED BY THE CUSTOMER’ S
“70"00.0 AND STATION 47*00,0 AND AT OTHER PIPE
+00.0 AN A IN +00.0 AND A H
ar eser pore T (7) STA 46+91, 22 LOCATIONS AS INDICATED. PLACE BALLS AT EVERY ANGLE
SLIPFORM LINING| — 48" RGRCP|6) OWL INTERVALS ON CURVED RUNS, AT BURIED END POINTS, AND
NIN . NTERVALS ON CURV. UNS, AT BU N NTS, AN
c c 6) @ HOWL 3' BELOW THE SURFACE OR ON TOP OF THE PIPE/COLLAR
(EMBED IN WET CONCRETE), WHICHEVER IS SHALLOWER.
- CONTACT SRP WATER INSPECTOR TO RECEIVE THE SRP
IRRIGATION MARKER BALLS.
REFERENCE FILES USED:
REF *1# M3BM.DGN
REF #31 ------------
REF #4
REF #2! M3BM.OGN
TILLLALLIALL LLL LLL BLL Liha a i ee —
LILI IILELL LILLIA LILIL TT LLL ITLL LITTLE LLL LLL LY LEE ELAS _— oo LE eT — VARIES
102-0080
NORTH
__ __ VARIES __ __ __ — = pr en er rr __ __ __ _ _ — = == =
CONT
OWG A
SOUTH
oo y 4/00 42+00 * 43+00 9IST AVENUE 44+00 E LINE SEC 16 TIN RIE 45+00 46+00 t 47
\_ NO1°48' 02°E 2663.8!" [|
EXIST PVMNT EDGE
DWG A- 102-0078
CONT.
MATCHLINE STA 40+00
|
|
|
|
|
|
|
|
H
I
|
|
|
|
|
I
|
|
|
|
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|
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I
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|
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I
I
I
I
|
|
|
|
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|
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I
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|
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I
|
|
|
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|
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|
|
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lI
Hl
I
I
\
MATCHLINE STA 47+00
9 9g 2g 2 2 i]
1/
l 9.50' " re
HW
eal T STA _53+03.81
.\ 2.50' 3.00' NE COR
{ SEC 16, TIN, RIE ELEVATION EQUATION:
\
> ove ELEVATION THIS DWG.
: MINUS 0.09' EQUALS
CROSS SECTION wnrs) ELEVATION OF MCDOT
STA 40+00.0 TO STA 46+90. 04 PROJECT NO. TT345 |
1200 M.|. DESIGN CAPACITY MC 85 BUCKEYE ROAD
2" CONC THICKNESS
REFERENCE DWG. WES-SRPSFLNG
LOCATION PLAN
2E 3E
BUCKEYE RD
A
=
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DATE
04. 03.06 | JWS
04. 10.07 | JWS
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980 SUBJ CODE}DIST CODE]DWG SIZE
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CONT. WEST
DWG A- 102-0075
CONSTRUCTION NOTES
(1) THE GENERAL NOTES ON THE COVER SHEET INCLUDE
ADDITIONAL REQUIREMENTS RELATING TO THIS WORK.
(2) UTILITY CROSSING/PARALLEL - SEE THE GENERAL NOTES
CONCERNING BLUE STAKING EXISTING UTILITIES, MINIMUM
CLEARANCES FROM SRP IRRIGATION FACILITIES, AND
RELOCATING CONFLICTING UTILITIES.
{3) REMOVE AS REQUIRED FOR CONSTRUCTION.
(4) TURNOUT STRUCTURES AND PIPE STUBOUTS TO BE
CONSTRUCTED BY SRP.
5) PRIVATE IRRIGATION SYSTEM CONNECTION TO BE DESIGNED
AND CONSTRUCTED BY CUSTOMER.
(7) CUSTOMER SHALL REMOVE AND PROPERLY DISPOSE OF THOSE
PARTS OF SRP IRRIGATION SYSTEM MADE OBSOLETE WHEN
NEW SRP IRRIGATION SYSTEM 1S COMPLETE AND OPERATIONAL.
BACKEILL HOLES AND DEPRESSIONS TO BRING TO DESIGN
A .
(8) STANDARD SRP IRRIGATION MARKER BALLS, (STOCK CODE
No. 5011771), SHALL BE INSTALLED BY THE CUSTOMER'S
CONTRACTOR, AS DIRECTED BY SRP, BETWEEN STATION
47+00.0 AND STATION 53+03.8 AND AT OTHER PIPE
LOCATIONS AS INDICATED. PLACE BALLS AT EVERY ANGLE
POINT, AT 100' INTERVALS ALONG STRAIGHT RUNS, 50!
INTERVALS ON CURVED RUNS, AT BURIED END POINTS, AND
3' BELOW THE SURFACE OR ON TOP OF THE PIPE/COLLAR
(EMBED IN WET CONCRETE), WHICHEVER IS SHALLOWER.
CONTACT SRP WATER INSPECTOR TO RECEIVE THE SRP
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REF *1# M3BM.DGN
REF #31 ------------
REF #4
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@) SEE SHEET PHOO8O FOR UTILITY POTHOLE INFORMATION.
102
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DWG B-27-245 | | PROJECT NO. TT345
SEE DWG A- 102-1280 | MC 85 BUCKEYE ROAD
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REFERENCE FILES USED:
REF *1!M3BM.OGN
REF #2! M3BM.OGN
REF #32 ------------
REF #4
PPSNG. WDF
SOUTH
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CONSTRUCTION NOTES
(1) THE GENERAL NOTES ON THE COVER SHEET INCLUDE
ADDITIONAL REQUIREMENTS RELATING TO THIS WORK.
(2) UTILITY CROSSING/PARALLEL - SEE THE GENERAL NOTES
CONCERNING BLUE STAKING EXISTING UTILITIES, MINIMUM
CLEARANCES FROM SRP IRRIGATION FACILITIES, AND
RELOCATING CONFLICTING UTILITIES.
{3) REMOVE AS REQUIRED FOR CONSTRUCTION.
) STANDARD SRP IRRIGATION MARKER BALLS, (STOCK CODE
No. 5011771), SHALL BE INSTALLED BY THE CUSTOMER'S
CONTRACTOR, AS DIRECTED BY SRP, BETWEEN STATION
51+92.0 AND STATION 53+03.8 AND AT OTHER PIPE
LOCATIONS AS INDICATED. PLACE BALLS AT EVERY ANGLE
POINT, AT 100' INTERVALS ALONG STRAIGHT RUNS, 50'
INTERVALS ON CURVED RUNS, AT BURIED END POINTS, AND
3' BELOW THE SURFACE OR ON TOP OF THE PIPE/COLLAR
(EMBED IN WET CONCRETE), WHICHEVER IS SHALLOWER.
CONTACT SRP WATER INSPECTOR TO RECEIVE THE SRP
IRRIGATION MARKER BALLS.
@) SEE SHEET PHOO8! FOR UTILITY POTHOLE INFORMATION.
REL
REL
ENGR | SUPV |1SSUE
CHK | APPD | AUTH
CWT
CWT
FOR INDUSTRIAL DRIVEWAY WITH
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DATE
04. 03.06 | JWS
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99TH AVE
9IST AVE
BENCHMARK: 3N
NE COR PLTO STR 2-23-84.3
LOCATED AT 50' SOUTH AND
665' WEST OF THE NORTHEAST
CORNER OF SECTION 18,TIN,RIE.
ELEVATION 996.48'
LOWER BUCKEYE RD
1000
4 7
996
REDRAWN FROM A- 102-1281, SRP SURVEY W1I3-53393-0O1 &
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CHK | AUTH DATE
992
990
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PONT IR WATER ENGINEERING <> PHOENIX, ARIZONA
988
986
984
982
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LATERAL 22.0
SEC 16 TIN RIE
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TO NE COR
SCALE: PLAN
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980
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PP Y2 = |22X34
REFERENCE FILES USED:
REF *1!M3BM.OGN
REF #2! M3BM.OGN
REF #32 ------------
REF #42 ------------
0
9
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CONSTRUCTION NOTES
THE GENERAL NOTES ON THE COVER SHEET INCLUDE
ADDITIONAL REQUIREMENTS RELATING TO THIS WORK.
UTILITY CROSSING/PARALLEL - SEE THE GENERAL NOTES
CONCERNING BLUE STAKING EXISTING UTILITIES, MINIMUM
CLEARANCES FROM SRP IRRIGATION FACILITIES, AND
RELOCATING CONFLICTING UTILITIES.
REMOVE AS REQUIRED FOR CONSTRUCTION.
CUSTOMER SHALL REMOVE AND PROPERLY DISPOSE OF THOSE
PARTS OF SRP IRRIGATION SYSTEM MADE OBSOLETE WHEN
NEW SRP IRRIGATION SYSTEM IS COMPLETE AND OPERATIONAL.
BACKFILL HOLES AND DEPRESSIONS TO BRING TO DESIGN
GRADE.
STANDARD SRP IRRIGATION MARKER BALLS, (STOCK CODE
No. 5011771), SHALL BE INSTALLED BY THE CUSTOMER'S
CONTRACTOR, AS DIRECTED BY SRP, BETWEEN STATION
0+00.0 AND STATION — 6+00.0 AND AT OTHER PIPE
LOCATIONS AS INDICATED. PLACE BALLS AT EVERY ANGLE
POINT, AT 100' INTERVALS ALONG STRAIGHT RUNS, 50°
INTERVALS ON CURVED RUNS, AT BURIED END POINTS, AND
3’ BELOW THE SURFACE OR ON TOP OF THE PIPE/COLLAR
(EMBED _IN WET CONCRETE), WHICHEVER IS SHALLOWER.
CONTACT SRP WATER INSPECTOR TO RECEIVE THE SRP
IRRIGATION MARKER BALLS.
IRRIGATION CONTRACTOR TO IMPORT, COMPACT BACKFILL
MATERIAL FOR PREPARATION PIPE INSTALLATION AND NEW
EASEMENT. RESTORATION OF EXISTING RETENTION SHALL
BE THE RESPONSIBILTY OF MCDOT.
@) SEE SHEET PHOO82 FOR UTILITY POTHOLE INFORMATION.
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DESIGN FROM STA 0+00.0 TO STA 6+00.0
BAJ REJ REJ RMP
RD- 12940 BAJ REJ RMP RMP 01730720
ENGR | ISSUE
JOB NO. DFTR DSGN CHK AUTH DATE
CSSBED SALT RIVER PROJECT
PONT IR WATER ENGINEERING <> PHOENIX, ARIZONA
GRAND CANAL
LATERAL 22.0
SEC 9 TIN RIE
SE COR TO 600'N
SCALE: PLAN |"=30’, PROFILE 1" =4’ | A1020082. DGN SHEET NO.
SUBJ CODE}DIST CODE]DWG SIZE
7+00 2400 3400
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CONSTRUCTION NOTES
(1) THE GENERAL NOTES ON THE COVER SHEET INCLUDE
ADDITIONAL REQUIREMENTS RELATING TO THIS WORK.
x
(2) UTILITY CROSSING/PARALLEL - SEE THE GENERAL NOTES
CONCERNING BLUE STAKING EXISTING UTILITIES, MINIMUM
CLEARANCES FROM SRP IRRIGATION FACILITIES, AND
6 RELOCATING CONFLICTING UTILITIES.
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oO CUSTOMER SHALL REMOVE AND PROPERLY DISPOSE OF THOSE
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oO x € MH *6 are aaa ab arate OFFSET 81.4'LT LOCATIONS AS INDICATED. PLACE BALLS AT EVERY ANGLE
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3' TOE SLOPE @ EACH SIDE, INTERVALS ON CURVED RUNS, AT BURIED END POINTS, AND
IMPORT AND COMPACT FILL 3' BELOW THE SURFACE OR ON TOP OF THE PIPE/COLLAR
(EMBED IN WET CONCRETE), WHICHEVER IS SHALLOWER.
\ " CONTACT SRP WATER INSPECTOR TO RECEIVE THE SRP
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2 Kyo
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2006
9
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REF #41 ------------
JOY OH BAAIXOTS INI
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REFERENCE FILES USED:
REF #*1!M3BM.OGN
REF #2: M3BM.DOGN
} 30" RGRCP
CLASS Y
SS
SLI
4
|
x
‘O) SEE SHEET PHOO82 FOR UTILITY POTHOLE INFORMATION.
EALLALLLILTLIIT ITIL TILL TILT TTR ETT III II IIIT TTT TT TTT
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0084
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SOUTH
NORTH
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MATCHLINE STA 6+00
DWG A- 102-0081
DWG A-102-
CONT.
CONT.
r
| 24" RGRCP
| E CLASS V t
|
SS=
N r \ 48"RGRCP VARIES
EQUALS STA 53+03.8! DWG A- 102-008!
“\
mS
ae
— \
TITALILITLLALA
ZITL
L
Mey LL
MATCHLINE STA 00+00.0 THIS OWG
N 100 (8) 200 \ gist AVENUE 4 300 E LINE SEC 9 TIN RIE 4700 \ } 5*00 6
ea \. NOO* 03' 05"E 2688.87" |
" : " PROPOSED CURB &
N -|24"RGRCP) IN GUTTER EXIST CURB &
30" RGRCP
CLASS Y
WELLSITE
STA 00+00.0 \\\ le-483- 192 ELEVATION EQUATION:
zee 9 “Fi | |S STA 3+41.0 ELEVATION THIS OWG. COCATION PLAN
SEC 9 «TINS RIE a] | x OFFSET 43.,0' MINUS 0.09' EQUALS 2
=<
| \x] © TIE TO EXISTING ELEVATION OF MCOOT 5y___VAN BUREN ST
x N, -4- x PROJECT NO. 17345
Way kal
<——* SEE DWG B-112-G133 MC 85 BUCKEYE ROAD
--THYO-GR* 0.000511: -:1- writ a :
“= [400: ; Sasa ‘PROP..CURB..&.. |, 1008 | BENCHMARK?
GUETER-LEET:-:*: NE COR PLTO STR 2-23-84.3
ES SS SR RR RR RR OE 1006 | LOCATED AT 50' SOUTH AND
665' WEST OF THE NORTHEAST
7} 1004 | CORNER OF SECTION 18,TIN,RIE.
nyc ELEVATION 996.48'
99TH AVE
9IST AVE
PPSNG. WDF
aN BUCKEYE RD t
REL
REL
ENGR | SUPV |ISSUE
CHK | APPD | AUTH
CWT
CWT
DFTR| CHKR
CLE NOTES FOR BRIDGE RECOVERY
FOR INDUSTRIAL DRIVEWAY WITH
“|, 1002 |
z= |. 1000 | 47
< 83 g 711] 99g | REDRAWN FROM A- 102-0845, SRP SURVEY W13-53393-01 &
erele ke spo DESIGN PLANS FROM MCDOT FOR MC 85 EXPANSION.
8 | (Ge —_ 996 DESIGN FROM STA 0+00 TO STA 0+39.0
Be|' Fal! Be pote - BAJ | REJ | RMP | RMP
| fel Fs i 0 |RD- 12940 FS ap | 01730720
2 2|| ~ Bo] @ Bs fete REV ENGR | ISSUE
" ee| “kes : a er teatoe E sop ‘EY | Jo No. | oFTR | oson | ENGR J ISSUE pate
HOF -PPSNG | Elbieees Aen : 222] C39%FD SALT RIVER PROJECT
; Plage py pe oe : | 999 PLR IR WATER ENGINEERING <> PHOENIX, ARIZONA
fo 988 GRAND CANAL
| 996 LATERAL 22.0
yo SEC 9 TIN RIE
fe 284. SE COR TO 50'N
982
SCALE: PLAN |"=30’, PROFILE I" =4’ | A1020083. OGN SHEET NO.
980 SUBJ CODE}DIST CODE]DWG SIZE
+00 2+00 3+00 4+00 5+00 6+00 PP Y2 =|22X34 A- 102-0083 15
REFERENCE FILES USED!
REF *]? M3BM.DGN
REF #32 ------------
REF #42 ------------
REF #2! M3BM.OGN
[STA 6*55.8
OFFSET 64.4'LT#
G2?" EASEMENT WIDTH PLUS
wR
STA 7+24,7 TO 9+36.0,
STA) 9+ 33,1
OFFSET 59.6'LT
STA 10+56.
OFFSET 43.
TIE TO EX!
OF
O'LTS
ST
aa a \/
CONSTRUCTION NOTES
THE GENERAL NOTES ON THE COVER SHEET INCLUDE
ADDITIONAL REQUIREMENTS RELATING TO THIS WORK.
(2) UTILITY CROSSING/PARALLEL - SEE THE GENERAL NOTES
CONCERNING BLUE STAKING EXISTING UTILITIES, MINIMUM
CLEARANCES FROM SRP IRRIGATION FACILITIES, AND
RELOCATING CONFLICTING UTILITIES.
{3) REMOVE AS REQUIRED FOR CONSTRUCTION.
(7) CUSTOMER SHALL REMOVE AND PROPERLY DISPOSE OF THOSE
PARTS OF SRP IRRIGATION SYSTEM MADE OBSOLETE WHEN
NEW SRP IRRIGATION SYSTEM IS COMPLETE AND OPERATIONAL.
BACKEILL HOLES AND DEPRESSIONS TO BRING TO DESIGN
A .
(8) STANDARD SRP IRRIGATION MARKER BALLS, (STOCK CODE
No. 5011771), SHALL BE INSTALLED BY THE CUSTOMER'S
CONTRACTOR, AS DIRECTED BY SRP, BETWEEN STATION
6+00.0 AND STATION 10+56.0 AND AT OTHER PIPE
LOCATIONS AS INDICATED. PLACE BALLS AT EVERY ANGLE
POINT, AT 100° INTERVALS ALONG STRAIGHT RUNS, 50°
INTERVALS ON CURVED RUNS, AT BURIED END POINTS. ANO
3° BELOW THE SURFACE OR ON TOP OF THE PIPE/COLLAR
Fuego aoe oe eact ith (EMBED IN WET CONCRETE), WHICHEVER IS SHALLOWER.
™ CONTACT SRP WATER INSPECTOR TO RECEIVE THE SRP
(8)[48" RGRCP | . IRRIGATION MARKER BALLS.
x; x- x
" = |
Pp ee | 48" RCRCPKS) (8)}4 8" RGRCP ar ©) IRRIGATION CONTRACTOR TO IMPORT, COMPACT BACKFILL
_ MATERIAL FOR PREPARATION PIPE INSTALLATION AND NEW
| EASEMENT. RESTORATION OF EXISTING RETENTION SHALL
5 PS BE THE RESPONSIBILTY OF MCDOT.
Se 4 : ° | > (2) SEE SHEET PHOO84 FOR UTILITY POTHOLE INFORMATION
~\ o ~ —S ss ro nN Zz Fj I [ " ey ‘
S| < Ne a - |S
z° Ps Vee = Teas D zy
SN == >¢ — 5 eN
BS} SE ——— ¥ |2s
3] SE Be a ese S [ts
So] 3 a} —— S fgg
SS] & 2 45.0 VARIES PROPOSED CURB & & = [gs
(7)|48" RGRCP GUTTER 48" RGRCP|
00 7+00 ' 4 200 91ST AVENUE 9*00 E£ LINE SEC 9 TIN RIE !0+00 11*00 12#00 13;
NOO° 03' O5"E 2688.87'
EXIST PAVEMENT
EDGE
G G G G G G G G G
. — b . b
ELEVATION EQUATION: LOCATION PLAN
ELEVATION THIS DWG. 2E 3E
STA _00+00.0 MINUS 0.09' EQUALS
Eg OM nie ELEVATION OF MCDOT 5y--VAN BUREN ST
_—— PROJECT NO. T7345
. MC 85 BUCKEYE ROAD " uy
Oo S >
= x x
° BR
oO Rs vn
& o 3
a. | Mla foe DRIVEWAY ooo OMT EDT ROPE a oR NT SOMA EDT SED ma cco 1014 i
oo
rs nn ne CL ore “| 1012 | BENCHMARK: aN BUCKEYE RD
32/2 (5 |2 U PROP CURB & NE COR PLTO STR 2-23-84.3
ze, |, [10/0 F: SETIBREERES GUETERSLEET /010 | LOCATED AT 50' SOUTH AND
ae ['E } ; 665' WEST OF THE NORTHEAST
Se \ a \ a 1008 P---f--3-- ooo ese Reo] 100g | CORNER OF SECTION 18,TIN,RIE.
Hs LB pt shy coubssrsssshsesssscdypescessdssessscdesssscosbessesssphssssssobesss sesh opessssshsssscedsssesssdhesssssodesssoesspssesssscbessscoesbessessssbossspossbesssessshcesssssyessst eee ELEVATION 996.48'
i KA Led I ORI (oxen eccenee teccenee sete tb canted Ceseeeees Ceseeeee SsseeebELSSeeteGEL eetetGEl SetttbtE: SeteEEEe SeOeESeSiee® SEcceee?(SESEOSEEEEE=SOEEEE=EESEEEECSS SEEEESSE EEESSEET EESSEEE ESSERE EESEEEEEEEESEET(EEESSESELEESSSEEEL! -eSOEEELSESEEEEE:SESEEEEE SCHEELE SSEEEEE SSEEEEEE SEEEEEEE SSEEEEET SOREL ESET SEEEEEESTSSEEEEES ME 1006
Phir | 1004 foe pp Oe ST. 1004 77
SIS PSIEE | pao 1002 | REDRAWN FROM A- 102-0845, SRP SURVEY W13-53393-01 &
SoS be pc bavi bs nsisncnshinnc;n iu ntiunw iui inhnuiiontonini es eh a ee ee ae eS ep DESIGN PLANS FROM MCDOT FOR MC 85 EXPANSION.
Sof], 22], He] 1000 }:: -], 1000 | DESTON FROM STA 6 eee
= ie ee 998 998 O |RD- 12940 BAJ REJ RMP RMP 01730/20
#2)" eg)e Bap fe ee oo oop REY | Joe no. | oFTR | oson | ENGR | ISSUE | pate
FORM NO 996 996
WOF-PPSNG oo 000-2222 pp pp re PELLET LD LE LD ALA LA Ac AL Del llth nihil koi beets CSY2z\ SALT RIVER PROJECT
994 994 a aie WATER ENGINEERING <> PHOENIX, ARIZONA
es MATCH. EXIST po
Ir Sassseeerenesseee Sentteee Sessetes Otssetee ettbsse?Sesettees sseeter Setesers “12-21. el ebssetbe StbSeee SettSSeeSSSSEEESS EESSSEEE SSEEESSETSSSEEESSEESSETESTSEESSETE SOPEESEE/SSSEEESE SESSETES SETE=SEEE SOOESEODEDSOOEOGSEIDSSOUOBUGEEESSED SODTESEN/SESSESESSESSSETE SETESSET SSEITESE ESSOETET SETESOEETSSnTECSE Seettee aE 992. GRAND CANAL
+ $00 Se ee. 72. SEC 9 TIN RIE
i
988 fo 988. 600'N/O SE COR
7a eaesesee seceene seen cceeeet secceeeer ceceeerer ceceee tir ceeeettsseeee tees ceettte neettte eet ttee ost ttte test ttecesesttceetesttcces ities Oi ttcee Stteseee Sttsceee tcseeeeeeset ccseeset cease? seest tt sees tlt eesti cestile essttte sessilis eset tlcesesstttcesessttesresstttcereas tices eatteeee eittcees 986. TO 1677 COR
SCALE: PLAN I"=30’, PROFILE i"=4' | A1020084. DGN SHEET NO,
984 984 SUBJ CODE}DIST CODEJDWG SIZE A 102 0084 13
8+00
9+00
10+00
12+00
PP Y2 = |22X34
REFERENCE FILES USED!
REF *] M4BM.DGN
REF #32 ------------
REF #42 ------------
REF #2: M4BM.0GN
PPSNG. WDF
(8)
30" RGRCP
cL. Vv
WEST
CONT
- 102-0075
DWG A
0075
O THIS OWG
- 102-
39 DWG A
91s7 AVENUE
START PHASE
"LT?
1A
STA 1+24.8
OFFSET 68.3'LT
€ HOWL/TRRK *2
g
STA 1+*04,42
| | | lorrser 42,5
DWG_12940HT!
STA 1+22.4
OFFSET 42.5'LT
€ MH #9
DWG_12940MH2
24" RGRCP
NEW 20' USA
IRRIG. EASEMENT
24" RGRCP
NEW DE
30" RGRCP
HE
0 »
CKEYE RD D 100 |) —~ —— —— —— __ __ 200 § LINE SEC_1O TIN _RIE__3+00 3
30"
RGRCP
4+00
L
VARIES
H—— N84° 25
by 1 — Ly
‘OO"E |
2547.00'
W Ww W
FO FO
MATCHLINE STA 00+00
EQUALS STA 52+67
E
UGE.
UCE.
TE
FO FO
—
I
W 30"RGR
x ”*
S 4
® I i:
oe
6
L- ~35-<— — — pA oreser 43.5: urs
A” Q)PERMANENT”T1E-1N
x TO_NEW 30" RGRCP
6 CE
STA_00+00.0
| SW COR
SEC 10,TIN, RIE
NEW R/W
MATCHLINE STA 5+00
EAST
112-G197
CONT
OWG B-
CONSTRUCTION NOTES
THE GENERAL NOTES ON THE COVER SHEET INCLUDE
ADDITIONAL REQUIREMENTS RELATING TO THIS WORK.
(2) UTILITY CROSSING/PARALLEL - SEE THE GENERAL NOTES
CONCERNING BLUE STAKING EXISTING UTILITIES, MINIMUM
CLEARANCES FROM SRP IRRIGATION FACILITIES, AND
RELOCATING CONFLICTING UTILITIES.
{3) REMOVE AS REQUIRED FOR CONSTRUCTION.
(7) CUSTOMER SHALL REMOVE AND PROPERLY DISPOSE OF THOSE
PARTS OF SRP IRRIGATION SYSTEM MADE OBSOLETE WHEN
NEW SRP IRRIGATION SYSTEM IS COMPLETE AND OPERATIONAL.
BACKEILL HOLES AND DEPRESSIONS TO BRING TO DESIGN
ADE.
©) STANDARD SRP IRRIGATION MARKER BALLS, (STOCK CODE
No. 5011771), SHALL BE INSTALLED BY THE CUSTOMER'S
CONTRACTOR, AS DIRECTED BY SRP, BETWEEN STATION
0+00.0 AND STATION 1+12.4 AND AT OTHER PIPE
LOCATIONS AS INDICATED. PLACE BALLS AT EVERY ANGLE
POINT, AT 100' INTERVALS ALONG STRAIGHT RUNS, 50°
INTERVALS ON CURVED RUNS, AT BURIED END POINTS, AND
3' BELOW THE SURFACE OR ON TOP OF THE PIPE/COLLAR
(EMBED IN WET CONCRETE), WHICHEVER IS SHALLOWER.
CONTACT SRP WATER INSPECTOR TO RECEIVE THE SRP
IRRIGATION MARKER BALLS.
SEE SHEET PHG214 FOR UTILITY POTHOLE INFORMATION.
©
REMOVE ALL PREVIOUS PHASE 1A TEMPORARY CONCRETE
PIPE AND COLLARS AT THIS LOCATION PRIOR TO THE
INSTALLATION OF THE NEW PIPE.
©
REL
REL
SUPV || SSUE
APPD | AUTH
ENGR
CHK
CWT
CWT
DFTR| CHKR
JWS
JWS
& CIRCLE NOTES FOR BRIDGE RECOVERY
FOR INDUSTRIAL DRIVEWAY WITH
DATE
04. 03. 06
9
04. 10. 07
JOB/ LOG
NO
~ foo)
ADDED HEX NOTE
AND STEP PAD INSTALLATION.
ADDED CIRCLE NOTE
IDEPRESSED CURB.
REV
NO
FORM_NO.
WOF-PPSNG
1014
1012
1010
1008
1006
1004
1002
1000
998
996
994
992
990
988
986
984
HEU 996. 52:
TSTALT#IS: qu.
TY ISTALLY42034:
IP ISTA +2424:
of eceeecrcare
“]STA. 1442,
sta, 1+04; qe
‘JEL 995.62
fear, Ot. >
ITSTA:0+95. cas
TEL 996..821::
1014
1012
1010
1008
1006
1004
1002
1000
998
996
994
992
990
988
986
984
ELEVATION EQUATION#
ELEVATION THIS DWC.
MINUS 0.09' EQUALS
ELEVATION OF MCDOT
PROJECT NO. TT345
MC 85 BUCKEYE ROAD
LOCATION PLAN
3E 4E
VAN BUREN ST
ey
=
9IST AVE
83RD AVE
BENCHMARK: aN BUCKEYE RD
NORTHEAST CORNER PLTO STR
2-23-84.3 LOCATED AT
50' SOUTH AND 665' WEST OF THE
NORTHEAST CORNER OF SECTION 1/8, TIN,RIE.
ELEVATION 996.48'
4 7
REDRAWN FROM B-112-G005, SRP SURVEY W1I3-53393-01 &
DESIGN PLANS FROM MCDOT FOR MC 8&5 EXPANSION.
DESIGN FROM STA 0+00.0 TO STA 1+#12.4
BAJ REJ RMP RMP
O |RD- 12940 | eA | -REJ | RMP | RMP
01730720
DATE
REV ENGR | ISSUE
NO. JOB NO. DFTR DSGN CHK AUTH
S827) SALT RIVER PROJECT
PONT IR WATER ENGINEERING <> PHOENIX, ARIZONA
GRAND CANAL
DRAIN
SEC 10 TIN RIE
SW COR TO 5O0°E
SCALE: PLAN |"=30’, PROFILE 1" =4’ | B1 126196. OGN SHEET NO.
00+ 00
1+00
2+ 00
4+00
PP Y2 = |22X34
SUBJ CODE[DIST CODE[DWG SIZE B- I 12-G / 96 18B
SEE NOTE 45
SEE NOTE 65
MANHOLE CONSTRUCTION DATA
SEE NOTE 9
MINIMUM
REQUIREMENTS
DESIGN CRITERIA
/
STATION
MANHOLE
NUMBER
REFERENCE
DRAWING
/
TOP EL.+
BOT. EL.
PIPE
PIPE 2
PIPE 3
PIPE 4 (OPTION)
MANHOLE DIMENS | ONS”
MANHOLE LOCATION
WALL LENGTH
REINFORCING
TYPE
INV. EL.
TYPE
INV. EL.
TYPE
INV. EL.
TYPE
INV. EL.
[4]
[c]
SIDEWALKS/
ROADWAY | | anoscare
PIPE DIAMETER
STEEL
[A] or [8]
/ 27+ 26.35
A- 102-0072
998.8
991.6
36" RGRCP
992.6
24"RGRCP
CLASS 5
995.0
24" RGRCP
CLASS 5
995.0
96"
48"
76 Ye"
- x
36"
OR LESS
48"
#4 @ 12" EW.
42"
OR
(1) LAYER
6x6-W5.5xW5.5
56"
48"
68" WWE
54" OR
60"
80"
#4 @ 12" EW.
66" OR
72"
OR
92 6x6-WI1OxW10
78" OR
84"
WWE
104"
NEWMH. WDF
REL
REL
SUPV || SSUE
APPD | AUTH
ENGR
CHK
CWT
CWT
CWT
CWT
DFTR| CHKR
JWS
JWS
DATE
AND REVISED ASSOCIATED CALLOUTS.
08/31/05
09/26/07
JOB/ LOG
NO
REV
NO
REVISED NOTE 5.
ADDED NOTE Il,
fo}
FORM NO
WOF-NEWMH
PIPE 4 (OPTION)
PIPE 2
STATION
(TYP)
(>
SEE NOTE 5
PIPE |
PIPE 3
N
3"
(TYP)
\
PIPE 4 (OPTION)
TOP SLAB
2" CL,
A
(TYP)
a a
PLAN
(2) #4 E W BOTH SIDES OF MANHOLE
—
(Loa @ I2EW
.
2"
CL
~«
2"
-—— y ——
TYPICAL TOP SLAB
AT ROADWAY
~
TYPICAL TOP SLAB
LAT SIDEWALKS OR LANDSCAPE
3"
fore NOTE /1
ASPHALT
SURFACE,
¢
TOP EL.+
10"
REINFORCING
CENTERED IN WALL.
SEE TABLE
FOR REQUIREMENTS
SEE NOTE 8—— >
PIPE 4 (OPTIONAL )
SEE TA
BLE
FOR PIPE INVERT
| SEE NOTE 7
REINFORCING PLAN
DETAIL(AIY
\
ELEVATIONS — a
Me
WALL REINFORCING
Y
a
\\
7 oO
Lory
6 Sn
CL
2"
(TYP)
5 BOT.
EL.
/
Sa
SEE TABLE
FOR PIPE INVERT
ELEVATIONS
cL
(TYP)
|
2 ”
j a
8"
Qn
CL
(TYP)
(TYP)
SECTION (AY
DETAIL (IY
\
24"
MIN
24"
MIN
\/
aa @ 12 (TYP)
NOTE®
| PIPE
J / Yo" CL
(TYP)
P——— USE GOVERNING
DIMENSION
SECTION (7B)
\e)
MAIN WALL REINFORCING NOT SHOWN.
HS20 HIGHWAY LOADING, 32 KIPS ON REAR AXLE
(16 KIPS/WHEEL), WHEEL SPACING 6', 30% IMPACT.
ONE WHEEL CENTERED ON MANHOLE, OTHER WHEEL
ADJACENT TO MANHOLE.
NOTES
STRUCTURAL CONCRETE SHALL BE 3000 PSI @
28 DAYS (MAG A) PER SRP 03300.
/.
2. REINFORCING STEEL SHALL COMPLY WITH
REQUIREMENTS OF SRP 03210; BARS SHALL BE
ASTM A615 GRADE 60 AND WELDED WIRE FABRIC
SHALL CONFORM TO ASTM A185.
CONCRETE PLACEMENT SHALL BE PER GE 03305.
SEE PLAN AND PROFILE DRAWING FOR CORRECT
ORIENTATION OF MANHOLE.
STANDARD SRP 30" CAST IRON MANHOLE FRAME
AND COVER (STOCK CODE No. 004-0424) CENTERED
IN TOP OF MANHOLE. CONTACT SRP INVESTMENT
RECOVERY DEPARTMENT AT (602) 236-2908, TO
PURCHASE SRP MANHOLE FRAME AND COVER.
NOT TO BE USED FOR STAKING. EXACT TOP
ELEVATION TO BE SET BY CUSTOMER'S ENGINEER
BASED ON CUSTOMER'S PAVING & GRADING PLANS.
FIELD CUT REBAR AT MANHOLE.
CONCRETE SHALL BE PLACED WITH NO COLD
JOINTS. ALL CONCRETE SHALL BE VIBRATED
DURING PLACEMENT.
DIMENSIONS {A} AND|B| SHALL NOT EXCEED 104",
AND DIMENSION|C|SHALL NOT EXCEED 1/80".
FOR PRESSURE MANHOLES, MAXIMUM HEAD SHALL
NOT EXCEED 60" ABOVE TOP ELEVATION.
PROVIDE ASPHALT SURFACE AS REQUIRED.
10.
l/l,
REFERENCES
REINFORCING SPECIFICATION SRP 03210
CONCRETE SPECIFICATION SRP 03300
CONCRETE PLACEMENT SPECIFICATION___GE 03305
DESIGN FOR CONSTRUCTION
O |RD- 12940
4 7
REJ RMP RMP
REJ
REV ENGR | ISSUE
No. | YOB NO. [| OFTR CHK | AUTH
DSGN DATE
S827) SALT RIVER PROJECT
PONT IR WATER ENGINEERING <> PHOENIX, ARIZONA
MANHOLE
PLANS, SECTIONS
AND DETAILS
SCALE: NONE TEMPORARY -_ 1294@0BMH1. OGN SHEET NO.
SUBJ CODE}DIST CODE]DWG SIZE
12940DBMH! | 29
MH Y3 |22X34
SEE NOTE 45
SEE NOTE 65
MANHOLE CONSTRUCTION DATA
SEE NOTE 9
MINIMUM
REQUIREMENTS
DESIGN CRITERIA
/
STATION
MANHOLE
NUMBER
REFERENCE
DRAWING
/
TOP EL.+
BOT. EL.
PIPE
PIPE 2
PIPE 3
PIPE 4
MANHOLE DIMENS | ONS”
MANHOLE LOCATION
WALL LENGTH
TYPE
INV. EL.
TYPE
INV. EL.
TYPE
INV. EL.
TYPE
INV. EL. [A] (B) (C]
SIDEWALKS/
ROADWAY | | anoscare
PIPE DIAMETER
[A] or [8]
REINFORCING
STEEL
2 31+34.9
A- 102-0072
999.7
992.0
36" RGRCP
993.0
36" RGRCP
993.0 48" 48" 82 po"
- x
36"
OR LESS
48"
3 36+ 34.9
A- 102-0073
1000.0
992.4
36" RGRCP
993.4
36" RGRCP
993.4 48" 48" gi"
- x
42"
56"
4 41+32.0
A- 102-0074
1000.2
992.9
36" RGRCP
993.9
36" RGRCP
993.9 48" 48" 77 IB"
48"
68"
#4 @ 12"
EW.
OR
(1) LAYER
6x6
W5.5xW5.5
WWF
5 46+31.9
A- 102-0074
1000.6
993.1
36" RGRCP
994.1
36" RGRCP
994.1 48" 48" 80"
54" OR
60"
80"
6 51+67.0
A- 102-0075
1002.0
994.4
30" RGRCP
CLASS 5
30" RGRCP
CLASS 5
995.4 48" 48" ei"
66" OR
72"
g2"
78" OR
84"
104"
#4 @ 12"
E.W.
OR
6x6-W1OxW10
WWE
NEWMH. WDF
REL
REL
APPD | AUTH
ENGR | SUPV || SSUE
CHK
CWT
CWT
CWT
CWT
DFTR| CHKR
JWS
JWS
DATE
AND REVISED ASSOCIATED CALLOUTS.
08/31/05
09/26/07
JOB/ LOG
NO
REV
NO
REVISED NOTE 5.
ADDED NOTE Il,
fo}
FORM NO
WOF-NEWMH
PIPE 2
PIPE |
STATION
(TYP)
t (AN
Soy,
SEE NOTE 5
PIPE 4
(TYP)
3"
PIPE 3
2" CL
(TYP) |
A
a ae
PLAN
_
TOP SLAB
\L @ I2EW
REINFORCING °
CENTERED IN WALL. 4
SEE TABLE
FOR REQUIREMENTS
SEE NOTE 8——>| |9 j
2"
3"
TYPICAL TOP SLAB TYPICAL TOP SLAB
AT ROADWAY S| AT SIDEWALKS OR LANDSCAPE
ASPHALT
SURFACE,
¢
SEE NOTE I!
| x
TOP EL.+
CL
i
~«
2"
= SF
10"
Y
I Yo" CL
cL
2"
(TYP)
7
SEE TABLE
‘] | FOR PIPE INVERT
of ELEVATIONS
BOT. EL.
CL
(TYP)
2"
8"
f L#4e@i2bw |
2" CL
(TYP)
(TYP)
(2) #4 E W BOTH SIDES OF MANHOLE
| SEE NOTE 7
REINFORCING PLAN
WALL REINFORCING
SECTION (AY
\/
aa @ 12 (TYP)
qd
2.
24"
MIN
24"
MIN
NOTE®
DETAIL (IY
\
| PIPE
Bu Yo" CL
(TYP)
SECTION (7B)
\e)
MAIN WALL REINFORCING NOT SHOWN.
P——— USE GOVERNING
DIMENSION
HS20 HIGHWAY LOADING, 32 KIPS ON REAR AXLE
(16 KIPS/WHEEL),
WHEEL SPACING 6',
30% IMPACT.
ONE WHEEL CENTERED ON MANHOLE, OTHER WHEEL
ADJACENT TO MANHOLE
NOTES
/.
2.
STRUCTURAL CONCRETE SHALL BE 3000 PSI @
28 DAYS (MAG A) PER SRP 03300.
REINFORCING STEEL SHALL COMPLY WITH
REQUIREMENTS OF SRP 03210; BARS SHALL BE
ASTM A615 GRADE 60 AND WELDED WIRE FABRIC
SHALL CONFORM TO ASTM A185.
CONCRETE PLACEMENT SHALL BE PER GE 03305.
SEE PLAN AND PROFILE DRAWING FOR CORRECT
ORIENTATION OF MANHOLE.
STANDARD SRP 30" CAST IRON MANHOLE FRAME
AND COVER (STOCK CODE No. 004-0424) CENTERED
IN TOP OF MANHOLE. CONTACT SRP INVESTMENT
RECOVERY DEPARTMENT AT (602) 236-2908,
TO
PURCHASE SRP MANHOLE FRAME AND COVER.
NOT TO BE USED FOR STAKING. EXACT TOP
ELEVATION TO BE SET BY CUSTOMER'S ENGINEER
BASED ON CUSTOMER'S PAVING & GRADING PLANS.
FIELD CUT REBAR AT MANHOLE.
CONCRETE SHALL BE PLACED WITH NO COLD
JOINTS. ALL CONCRETE SHALL BE VIBRATED
DURING PLACEMENT
DIMENSIONS |A| AND
AND DIMENSION{C
10.
NOT EXCEED 60"
l/l,
REFERENCE
B| SHALL NOT EXCEED 104",
SHALL NOT EXCEED 180".
S
FOR PRESSURE MANHOLES, MAXIMUM HEAD SHALL
ABOVE TOP ELEVATION.
PROVIDE ASPHALT SURFACE AS REQUIRED.
REINFORCING SPECIFICATION SRP 03210
CONCRETE SPECIFICATION SRP 03300
CONCRETE PLACEMENT SPECIFICATION___GE 03305
DESIGN FOR CONSTRUCTION
O |RD- 12940 BAY
REJ
RMP
RMP
BAJ
RE J
RMP
RMP
IIZIOZS 17
REV
‘i! | JOB NO.
DFTR
DSGN
ENGR
CHK
ISSUE
AUTH
DATE
S827) SALT RIVER PROJECT
COLT
WATER ENGINEERING <> PHOENIX, ARIZONA
MANHOLE
PLANS, SECTIONS
AND DETAILS
SCALE: NONE
TEMPORARY - 1294@MH1. OGN
SHEET NO.
SUBJ CODE}DIST CODE]DWG SIZE
MH Y3 |22X34
1 2940MH!
30