TT0548 BWCDD AGREEMNT TO BOS 5-3-2018.PDF

Buckeye Water Conservation and Drainage District
205 E. Roosevelt Ave.
Buckeye, AZ 85326
623.386-2196
&
The
Maricopa County Department of Transportation
Project
TT0548 BWCDD MC-85 Irrigation Re-Alignment Lateral 5 & 6
An AGREEMENT between Buckeye Water Conservation and Drainage District
(BWCDD) and the Maricopa County Department of Transportation (MCDOT) for the
re-alignment of the Lateral 5 & 6 irrigation ditch, head wall structures and junction
structure, operated by BWCDD, is entered into this 2ND day of May, 2018.
I. Scope of Work: BWCDD will secure a contractor to provide labor,
supervision, equipment, materials and supplies to complete the following
Work Items based on the design provided by Stantec Consulting Services
(Exhibit A):
1. Lateral 5:
a. Demo/Remove old irrigation structure and concrete ditch lining
b. Place pipe collar on existing 30" irrigation and extend 24 LF
c. Install concrete headwall No. 4
2. Lateral 6:
a. Demo/Remove old irrigation structures, 83 LF of 24" irrigation
line and concrete ditch lining
b. Channel embankment fill
c. Place pipe collar on existing 24" irrigation and extend 190 LF
d. Install concrete junction structure
e. Install concrete headwall No, 2
II, Contract Price: Maricopa County will make a one-time payment to purchase
necessary materials, supplies, labor and secure necessary permits to allow for
construction activities to take place based on the attached estimate dated 4/2/2018
(Exhibit 8).
The amount to be paid will be subject to any additions and/or deductions made pursuant to
authorized change orders, not to exceed 10% of the estimated amount. Final invoices shall
include cost of materials and labor associated with any work performed as part of this
AGREEMENT.

III. BWCDD is responsible for their Contractor's work performance, compliance with
federal, state and local laws, blue staking, insurance requirements and BWCDD final
approval and acceptance of the work performed.
IV. BWCDD's contractor and sub-contractors must have a current Arizona Contractor
License and insurance coverage.
V. MCDOT shall provide adequate horizontal and vertical survey control. The grade and
alignment of the relocation/installation shall be staked by MCDOT for those portions
of the project within the scope of the roadway right-of way project limits.
VI. MCDOT shall provide any necessary Right-of-Way permits at no cost to BWCDD or
its subcontractors.
VII. Maintenance and operations associated costs for the BWCDD facilities covered by
this AGREEMENT will be the responsibility of BWCDD.
VIII. Ownership of the removed, relocated and/or new irrigation equipment, supplies and
material shall remain with the current owner.
IX. Schedules and Payments:
a. MCDOT will be responsible for the cost of the irrigation relocations and cost of
any work performed by BWCDD for prior rights facilities. The estimated design
and construction schedules and cost for work performed by BWCDD is shown in
Exhibit "B". MCDOT shall pay BWCDD the total sum of Two-hundred forty-five
thousand four-hundred seventy-six dollars and nineteen cents ($245,476.19).
This installment shall serve as a draw fund to reimburse BWCDD for those costs
that are related to the necessary construction and installation work. Any
remaining amount, not spent on the completion of this project will be reimbursed
to MCDOT as non-used funds.
X. Liability:
a. MCDOT and BWCDD each agree to be liable to the other party for its own acts of
negligence and the negligence of its own employees.
XI. General Terms and Conditions:

a. By entering into this AGREEMENT, the Parties agree that to the extent permitted
by law, each Party will defend, indemnify and hold the other Parties harmless,
including any of the Parties' departments, agencies, officers, employees, elected
officials or agent, from and against all loss, expense, damage or claim of any
nature whatsoever which is caused by an activity, condition or event arising out
of the negligent performance or nonperformance by the indemnifying Party of
any of the provisions of this AGREEMENT. By entering into this AGREEMENT,
each Party indemnifies the other against all liability, loses and damages of any
nature for or on account of any injuries or death of persons or damage to or
destruction of nonperformance of this AGREEMENT, except such injury or
damage as shall have been caused or contributed to by the negligence of that
other Party. The damages which are the subject of this indemnity shall include
but not be limited to the damages incurred by any Party, its departments,
agencies, officers, employees, elected officials and/or agents. In the event of an
action, the damages which are subject of this indemnity shall include costs,
expenses of litigation and reasonable attorney's fees.
XII. This AGREEMENT shall be subjected to the provisions of A.R.S. § 38-511.
XIII. The Parties warrant that they are in compliance with A.R.S. § 41-4401 and further
acknowledge that:
a. Any contractor or subcontractor who is contracted by a Party to perform work on
the Project shall warrant their compliance with all federal immigration laws and
regulations that relate to their employees and their compliance with A.R.S. § 23-
214(A), and shall keep a record of the verification for the duration of the
employee's employment or at least three years, whichever is longer.
XIV. Communication required to be given pursuant to this AGREEMENT shall be:
Maricopa County Department of Transportation
Attention: Utility Coordinator
2901 West Durango Street
Phoenix, AZ 85009
Fax No.: (602)506-3939
Buckeye Water Conservation and Drainage District
Attention: Noel Carter
205 E. Roosevelt Ave.
Buckeye, AZ 85326

a. This AGREEMENT, including any schedules, exhibits or attachments hereto,
constitutes the entire AGREEMENT between parties, and no understanding or
obligation not expressly set forth herein shall be binding upon them. No
modification, amendment or alteration of this AGREEMENT shall be valid unless it is
in writing and signed by both parties.
b. This AGREEMENT shall be governed by the laws of the State of Arizona.
c. The waiver by either party of any breach or failure to provide full performance under
any of the terms or conditions of this AGREEMENT shall not be construed as a
waiver of any other term or condition, or of any subsequent breach of the same or
any other term or condition.
IN WITNESS WHEREOF, the parties hereto have executed this AGREEMENT on the 2'
day of May, 2018.
Buckeye Water Conservation Maricopa County Department of
and Drainage District Transportation
A municipal Corporation
By: By:
1111"1-firtt:.**
Its: Superintendent Its: Transportation Director
ATTEST: ATTEST:
By: By:
4a-Ftet—SifFis Ejaj-, Kelly
Its: effirec).-manage.r_ Its: Utility Coordination Branch Manager
(-0 at 1,1,._cA_(\

Signatures
Dated this day of ,2018
MARICOPA COUNTY,
A political subdivision of the State of Arizona
Steve Churcri, Board of Supervisors Chairman
ATTEST:
Clerk of the Board
APPROVED AS TO FORM:
County Attorney

EXHIBIT A

April 2, 2018
Mr. Robert Prater
Maricopa County Department of Transportation
2901 W. Durango St.
Phoenix, AZ 85009
BWCDD
MC-85 Irrigation Re-Alignements, Laterals 5 & 6
Gentlemen:
Buckeye Water Conservation & Drainage District proposes to furnish all labor, equipment and materials
(unless otherwise noted) to complete these items as listed. We thank you for the opportunity to
submit a proposal for the project referenced.
BWCDD MC-85 Irrigation Re-Alignment, Lateral 6
ITEM # QTY. UNIT DESCRIPTION UNIT PRICE EXTENSION
1 1 EA Mobilization $3250.00 3,250.00
2 1 LS AZPDFS (Plan, NOI & NOT) $3100.00 3,100.00
3 250 LF 9" Straw Wattles $3.10 775.00
4 1 EA Track Out Pad $1,545.00 1,545.00
5 8 LS Pot Hole $130.00 1,040.00
6 1 LS Clear & Grub Irrigation Channel $1704.00 $ 1,704.00
7 183 LF Saw Cut Asphalt $7.70 $ 1,409.10
8 6 LF Saw Cut Concrete $38.50 231.00
9 728 SF Remove Asphalt $2.00 $ 1,456.00
10 4 EA Remove Irrigation Structures $815.00 $ 3,260.00
11 168 SF Remove Concrete Ditch Lining $7.50 $ 1,260.00
12 83 LF Remove 24" Irrigation Line $144.00 $ 11,952.00
13 4 EA Remove/Reset Signs & Mail Boxes $214.00 856.00
14 45 LF Remove/Reset Fence $21.50 967.50
15 726 SY Original Ground Preparation @ Channel $0.75 544.50
16 414 CY Channel Embankment $17.80 $ 7,369.20
17 190 LF 24" RGRCP Class IV Irrigation Pipe $282.85 $ 53,741.50
PAGE TOTAL: r$794,460.80
P.O Box 1726 Buckeye AZ. 85326 Ph: 623-386-2196 Fax:623-386-7789
www.bwcdd.com 11 Page

BWCDD MC-85 Irrigation Re-Alignement, Lateral 6 Continued
ITEM # QTY. UNIT DESCRIPTION UNIT PRICE EXTENSION
18 1 EA 24" Concrete Pipe Collar $3,585.00 3,585.00
19 282 CV Structural Excavation Junction Structure $60.00 480.00
20 8 CV Structural Excavation Headwall $60.00 480.00
21 50 SF 6" ABC @ Junction Structure $18.80 940.00
22 25 SF 6" ABC @ Headwall $18.80 470.00
23 1 EA Concrete Junction Structure $27,337.00 27,337.00
24 1 EA Concrete Headwall No.2 $6,985.00 6,985.00
25 250 CV Backfill Junction Structure $18.20 4,550.00
26 6 CV Backfill Headwall $91.50 549.00
27 10 SY Excavate/Grade @ Hand Placed Lining $89.00 890.00
28 82 SF 4" Concrete Hand Placed Ditch Lining $42.05 3,448.10
29 4 EA 5" Steel Pipe Bollards $750.00 3,000.00
30 190 LF Tracer Wire $5.00 950.00
31 2 EA Tracer Wire Access Box $455.00 910.00
32 728 SF Patch Asphalt $16.95 12,339.60
33 1 LS Restore Painted Striping @ Asphalt Patch $1,635.00 1,635.00
34 950 SY Parkway Grading $0.65 617.00
35 7 DAY Variable Message Boards $145.00 1,015.00
36 15 DAY Traffic Control $1,335.00 20,025.00
37 1 LS Construction Quality Control $3,675.00 3,675.00
38 14 DAY Irrigation Pump for Water Diversion $250.00 3,500.00
39 1 EA BWCDD Project Management & Oversite $12,691.12 12,691.12
PAGE TOTAL: $ 110,071.82
PROPOSAL TOTAL: $ 204,532.62
P.O Box 1726 Buckeye AZ. 85326 Ph: 623-386-2196 Fax:623-386-7789
www.bwcdd.com 2IPage

:1111 001:
BWCDD MC-85 Irrigation Lateral 5 Re-Alignement
ITEM # QTY. UNIT DESCRIPTION UNIT PRICE EXTENSION
1 1 LS Mobilization $1,750.00 1,750.00
2 4 HR Pot Hole $130.00 520.00
3 2 EA Remove/Reset Signs $214.00 428.00
4 45 LF Remove/Reset Fence $22.00 990.00
5 6 LF Saw Cut Concrete $38.50 231.00
6 1 FA Remove irrigation Structure $815.00 815.00
7 234 SF Remove Concrete Ditch Lining $7.50 1,755.00
8 24 LF 30" RGRCP Class IV Irrigation Pipe $270.00 6,480.00
9 1 EA 30" Concrete Pipe Collar $3,895.00 3,895.00
10 8 CY Structural Headwall Excavation $60.00 480.00
11 10 SY Excavate/Grade Hand Placed Ditch Lining $89.00 890.00
12 25 SF 6" ABC @ Headwall $18.80 470.00
13 1 FA Concrete Headwall No.4 $6,895.00 6,895.00
14 82 SF 4" Concrete Hand Placed Ditch Lining $42.05 3,448.10
15 6 CY Backfill Headwall $91.50 549.00
16 100 SY Parkway Grading $2.95 295.00
17 7 DAY Variable Message Boards $145.00 1,015.00
18 8 DAY Traffic Control $305.00 2,440.00
19 1 LS Construction Quality Control $1,250.00 1,250.00
20 1 EA BWCDD Project Management & Oversite $6,347.47 6,347.47
PAGE TOTAL: $ 40,943.57
PROPOSAL TOTAL: $ 40,943.57
P.O Box 1726 Buckeye AZ. 85326 Ph: 623-386-2196 Fax:623-386-7789
www.bwcdd.com 3IPage

Assumptions
Our proposal is based on assuming that the following conditions exist at the project site:
1. No utility conflicts.
Clarifications
Our proposal requires further clarification on these points to be considered:
1. Pricing based on the mobilizations shown.
2. Pricing includes taxes and bond.
Exclusions
Our proposal excludes the following items and were not considered during the preparation of this
estimate:
1. Construction, right of way and 404 permits.
2. The adjustment and relocation of conflicting utilities.
3. The over excavation, replacement, drying, mixing and blending of unsuitable soils.
4. Thermo Plastic pavement markings.
BWCDD.
Noel Carter,
GM
P.O Box 1726 Buckeye AZ. 85326 Ph: 623-386-2196 Fax:623-386-7789
www.bwcdd.com 4iPage

EXHIBIT B

BUCKEYE WATER CONSERVATION & DRAINAGE DISTRICT BUCKEYE WATER CONSERVATION & DRAINAGE DISTRICT
(BWCDD) GENERAL NOTES: (BWCDD) UTILITY LOCATION! RELOCATION NOTES: SUPPLEMENTAL ABBREVIATIONS DRAWING SHEET REVISIONS Stantec
AB AS-BUILT No No SHEET TITLE
1. THE CONSTRUCTION CONTRACT SPECIFICATIONS FOR ALL BOT BOTTOM
PORTIONS OF THIS PROJECT SHALL CONFORM TO THE 1. ATTENTION IS CALLED TO THE EXISTENCE OF UTILITY LINES B/C BACK OF CURB 1.. Stantec Consulting Services Inc.
REQUIREMENTS OF THE UNIFORM STANDARD SPECIFICATIONS FOR INCLUDING BUT NOT LIMITED TO BURIED GAS, WATER, TELEPHONE, 9CHH BRASS CAP IN HAND HOLE 0-1 1 GENERAL NOTES & ABBREVIATIONS 8211 South 481-h Sheet
PUBLIC WORKS CONSTRUCTION, SPONSORED AND DISTRIBUTED BY AND ELECTRICAL LINES WITHIN THE PROJECT LIMITS. THE BWCOD BUCKEYE WATER CONSERVATION AND i Phoenix A7 85044 USA
THE MARICOPA ASSOCIATION OF GOVERNMENTS (MAG) (LATEST CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE LOCATION DRAINAGE DISTRICT P-1 2 PLAN & PROFILE - PRIVATE IRRIGATION CANAL Set. 602.438.2200
EDITION), EXCEPT AS NOTED, INCLUDING REVISIONS AND AND PROTECTION OF ALL EXISTING FACILITIES, BURIED OR c/c CENTER TO CENTER ww6,46mtet_carn
CORRECTIONS. OVERHEAD, DURING THE CONSTRUCTION OPERATION. THE c/c CURB AND GUTTER P-2 3 PLAN & PROFILE - PRIVATE IRRIGATION CANAL
2. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES OR Q CENTERLINE SP- 1 4 SITE PLAN 1. Copyright Reserved
SPECIFICATIONS AND SITE CONDITIONS OR ANY INCONSISTENCIES INJURY OF ANY NATURE DONE BY EXECUTION OF THE WORK AND CT CLEAR The Doahoceeleaall eaflyartd be responsisle torth dIrnensiarrx OD NOT fullo MI5
OR AMBIGUITIES IN THE DRAWINGS OR SPECIFICATIONS SHALL BE SHALL RESTORE SUCH UTILITIES TO A CONDITION SIMILAR OR OLD CONCRETE LINED DITCH SP-2 5 SITE PLAN eiraehna The Col:D.00's - any la erThoorlNSOON al chreons and cbeenngs Oa he ...WWI are he to waperly Oonlec of ,eielaut Slonl .ec. deket. Reproduceon
IMMEDIATELY REPORTED TO THE OWNER'S ENGINEER, IN WRITNG, EQUAL TO THEIR CONDITION BEFORE SUCH DAMAGE OR INJURY CLSM CONTROLLED LOW-STRENGTH MATERIAL apse fa any permy olher elan Heal auThar1.5 by Slanted forbldote,
WHO WILL PROMPTLY CORRECT SUCH INCONSISTENCY OR WAS DONE BY REPAIR AND/OR REPLACEMENT IN AN ACCEPTABLE CO3 CITY OF BUCKEYE SP-3 6 SITE PLAN
AMBIGUITIES IN WRITING. WITHOUT NOTIFICATION, WORK DONE BY MANNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COG CITY OF GOODYEAR
THE CONTRACTOR AFTER THE DISCOVERY OF SUCH NOTIFYING ANY AFECTED UTILITY. COP COR CITY CORNER OF PHOENIX ACEST7 I/7 %NY
DISCREPANCIES, SHALL BE DONE AT THE CONTRACTOR'S RISK. CST CONSTRUCTION .0g7
2. THE EXISTING UTILITIES IDENTIFIED ON THE PLANS MAY NOT DET DETAILS
3. THE OWNER'S ENGINEER AND/OR OWNER SHALL NOT BE REPRESENT ALL EXISTING AND/OR CONFLICTING UTILITIES WITHIN 0 DIAMETER
RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, THE PROJECT LIMITS. OWLS DOWELS AYMMAlfall Air
TECHNIQUES, SEQUENCES OR PROCEDURE OF CONSTRUCTION, OR D/S DOWNSTREAM
THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT 3. THE BUCKEYE WATER CONSERVATION & DRAINAGE DISTRICT DOES D/w DRIVEWAY S - 1 10 GENERAL CONCRETE REINFORCEMENT NOTES &
THERETO. NOT GUARANTEE THE LOCATION OR ELEVATION OF UTILITIES AND EDGE OF PAVEMENT DETAILS
4. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE TO WILL NOT BE RESPONSIBLE FOR THEIR RELOCATION. EW EXP EACH EXPANSION WAY S-2 11 HEADWALLS i
THE OWNER'S ENGINEER FOR APPROVAL AND IS TO NOTIFY THE PG FINISHED GRADE
OWNER'S ENGINEER 15 CALENDAR DAYS IN ADVANCE OF EACH 4. THE CONTRACTOR SHALL CONTACT BLUE STAKE, (602) 263-1100, FLOW LINE S-3 12 DIVISION STRUCTURE NO 1 1
CONSTRUCTION PHASE SO AS TO FACILITATE CONSTRUCTION AND SUCH OTHER LOCATORS/UTILITIES AS NEEDED TO LOCATE FLG FLANGE
OBSERVATION SCHEDUUNG. AND FLAG ALL EXISTING UNDERGROUND UTILITIES PRIOR TO THE SR GRADE S-4 13 DIVISION STRUCTURE NO 2
5. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW COMMENCEMENT OF CONSTRUCTION, THE LOCATION AND GB GRADE BREAK 3-5 14 JUNCTION STRUCTURE
BY THE OWNER'S ENGINEER, AS MAY BE NECESSARY FOR THE ELEVATION OF ALL FLAGGED UTILITIES ARE TO HE FIELD VERIFIED HYD HYDRAULIC
EXECUTION OF THE WORK AND AS REQUIRED BY THE DRAWINGS PRIOR TO THE CONSTRUCTION OF BWCDD FACILITIES, IRR LID IRRIGATION LONG 0-1 15 TYPICAL SECTIONS & DETAILS
AND SPECIFICATIONS. 5. ANY EXISTING UNDERGROUND UTILITY THAT IS IN CONFUCT WITH LPSCo UTCHFIELD PARK SERVICE COMPANY
MCHD MARICOPA COUNTY HIGHWAY DEPARTMENT 0-2 16 DIVISION STRUCTURE CONTROL GATES
6 THE DEVELOPER'S ENGINEER AND/OR CONTRACTOR SHALL STAKE PROPOSED BWCDD FACILITIES MUST BE RELOCATED TO PROVIDE A MEAND MEANDERING
CONSTRUCTION AND/OR STREET(S) CENTERLINE, BACK OF CURBS, MINIMUM CLEARANCE OF ONE FOOT VERTICALLY AND TWO FEET MFG MANUFACTURER
AND RIGHT-OF-WAY LINES REQUIRED FOR PROPER EXECUTION HORIZONTALLY (OUTSIDE DIAMETER TO OUTSIDE DIAMETER) FROM MI MINER'S INCHES
AND VERIFICATION OF THE WORK. REFERENCE STAKING SHALL BE THE BWCDD FACILITY PRIOR TO CONSTRUCTION. MJ MECHANICAL JOINT
MAINTAINED BY THE DEVELOPER'S ENGINEER AND/OR MANNING'S N
CONTRACTOR FOR THE DURATION OF BWCDD IRRIGATION 6. THE DEVELOPER IS SOLELY RESPONSIBLE FOR THE COORDINATION MONUMENT LINE THESE DRAWINGS NOT PART OF THE LIBERTY ISSUE PLAN SET
FACILITIES CONSTRUCTION. AND COST OF RELOCATION OF THE UTILITY AND SHALL CONTACT N/A NOT APPLICABLE
7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL THE UTILITY OWNER DIRECTLY FOR INFORMATION REGARDING OAF OR APPROVED EQUAL
PERMIT(S) REQUIRED FOR WORK 4MTHIN PUBUC AGENCY RELOCATION REQUIREMENTS, OCEW ON CENTER EACH WAY
RIGHT-OF-WAY PRIOR TO THE START OF CONSTRUCTION. ONE O&M OVERHEAD OPERATIONS ELECTRIC AND MAINTENANCE
7. ALL PROPOSED UNDERGROUND UTILITIES MUST PROVIDE A
8. STATIONS SHOWN ARE APPROXIMATE AND MAY BE VARIED AS MINIMUM CLEARANCE OF ONE FOOT VERTICALLY AND TWO FEET 01-SW OPERATING POTHOLE HIGH WATER
(SPEC ILO BY THE OWNER'S ENGINEER. HORIZONTALLY FROM PROPOSED BWCDD FACILITIES. PH
STEEL PLATE, BAR, OR PROPERTY LINE
9. ALL PRECAST CONCRETE PIPE SHALL BE IN ACCORDANCE WITH 8. ANY EXISTING ABOVE GROUND UTUTY THAT IS IN CONFLICT WITH PLTO PIPE LINE TURNOUT STRUCTURE BUCKEYE WATER CONSERVATION & DRAINAGE DISTRICT APPROVAL
ASTM 0 76, CLASS III, WALL B AND ASTM C 443 UNLESS PROPOSED ABOVE GROUND BWCDD FACILITIES MUST BE PROP PROPOSED PRIVATE THE DISTRICT APPROVES THESE PLANS FOR CONCEPT ONLY AND ACCEPTS NO LIABILITY FOR
OTHERWISE NOTED. RELOCATED TO PROVIDE A MINIMUM CLEARANCE OF FOUR FEET RGRCP RUBBER CASKETED REINFORCED CONCRETE ERRORS OR OMISSIONS
0. IRRIGATION PIPE LENGTHS ARE IDENTIFIED IN THESE PLANS AND HORIZONTALLY FROM THE BWCDD FACILITY PRIOR TO RIPE
CONFORM TO MAC UNIFORM STANDARD SPECIFICATIONS FOR CONSTRUCTION. RID ROOSEVELT IRRIGATION DISTRICT
PUBUC WORKS SECTION 618 FOR CONNECTING PIPE. R/W RIGHT-OF-WAY
MEASUREMENT OF IRRIGATION PIPE SHALL BE THE NUMBER OF 9. ALL PROPOSED ABOVE GROUND UTILITIES MUST PROVIDE A SEWER
LJNEAR FEET OF PIPE INSTALLED, AS MEASURED ALONG THE PIPE MINIMUM CLEARANCE FOUR FEET HORIZONTALLY FROM PROPOSED SCH SCHEDULE BUCKEYE WATER CONSERVATION & DRAINAGE DISTRICT DATE
AXIS FROM A MANHOLE, HEADWALL, INLET STRUCTURE OR OTHER ABOVE GROUND BWCDD FACILITIES. SF SUP FORM
IRRIGATION STRUCTURE, AND SHALL INCLUDE THE PORTIONS OF SP SPACE(S)
THE CONNECTING PIPE EMBEDDED IN THE IRRIGATION STRUCTURE BUCKEYE WATER CONSERVATION & DRAINAGE DISTRICT SRVWUA SALT RiVER VALLEY WATER USERS
WALL CONTRACT PIPE LENGTHS ARE IDENTIFIED IN THESE PLANS. GRADING NOTES: ASSOCIATION
STR STRUCTURE
11. PRIOR TO THE BACKFILUNG OF ALL IRRIGATION FACILITIES, THE S/W SIDEWALK
CONTRACTOR SHALL CONDUCT TESTING PER MAC STD 1. THE CONTRACTOR SHALL PROVIDE SMOOTHLY AND EVENLY TOE TEMPORARY CONSTRUCTION EASEMENT
SPECIFICATION 615.11 AS MODIFIED IN THE SUPPLEMENTAL GRADED FINISHED GROUND SURFACES ABOUT ALL BWCDD TO TURNOUT
SPECIFICATIONS. ACCEPTABLE PIPE TESTING METHODS ARE AS FACILITIES WITHIN THE PROJECT AREA. TOO TOP OF CURB
FOLLOWS: UNC UNIFIED NATIONAL COARSE-THREAD SERIES
2. ALL FINISHED GRADING ABOUT BWCDD FACILITIES SHALL BE U/5 UPSTREAM
MAC SEC 615.11,A - LOW PRESSURE AIR TEST COMPLETED TO THE SATISFACTION OF THE OWNER'S ENGINEER. AT WATER fdAE..I- J rife. ef 8r48
MAC SEC 615.11.B HYDROSTATIC TEST AS MODIFIED IN THE DIRECTION OF THE OWNER'S ENGINEER, THE CONTRACTOR
THE SUPPLEMENTAL SPECIFICATIONS. SHALL REGRADE FINISHED SURFACES TO MEET THIS REQUIREMENT. Fie None: G1_507.1:110 JJF/HAR e.51/ 1.17H.141 1124.17
Own, Chkd Mr_ mm.co.ry
12. THE CONTRACTOR SHALL CONTACT THE BUCKEYE WATER 3. THE CONTRACTOR SHALL IMPORT ADDITIONAL FILL MATERIAL OR Perrit-Seal
CONSERVATION & DRAINAGE DISTRICT'S (BWCDD) DISTRICT EXPORT EXCESS CUT MATERIAL AS REQUIRED TO PROVIDE
MANAGER AT (623) 3E16-2196 FOR IRRIGATION SYSTEM DRY-UP SATISFACTORY FINISHED GRADING ABOUT THE BWCDD FACILITIES
SCHEDULJNG AND CONSTRUCTION COORDINATION. AS DIRECTED BY THE OWNER'S ENGINEER. rife,LIza l-L.razz)
13.EXIST1NG BWCDD FACILITIES MUST REMAIN OPERATIONAL, AND 4. FINISHED GRADING SHALL BLEND SMOOTHLY INTO EXISTING
SHALL NOT BE DISTURBED OR RENDERED INACCESSIBLE TO GRADES.
BWCDD OPERATIONS AND MAINTENANCE STAFF UNTIL THE
CONSTRUCTION OF THE NEW BWCOD FACILITIES HAS BEEN 5. FINISHED SURFACES SHALL BE GRADED TO DIRECT DRAINAGE
COMPLETED AND ACCEPTED AS ADEQUATE BY EWCDD. AWAY FROM BINCDD FACILITIES.
1-.THE USE OF TEMPORARY IRRIGATION BY-PASS FACILITIES TO 6. O&M ROADS SHALL BE CONSTRUCTED WITH A MINIMUM ELEVATION
FACILITATE THE DEMOLITION OF EXISTING BWCDD FACILITIES PRIOR 6" ABOVE ADJACENT FIELDS AND A 2% CROSS SLOPE UNLESS Client/Project
TO THE COMPLETION OF THE NEW FACILITIES REQUIRES PRIOR OTHERWISE NOTED. BUCKEYE WATER CONSERVATION &
APPROVAL FROM BWCDD. BWCDD MAY REQUIRE THE CONTRACTOR 7. O&M ROADS ADJACENT TO CANAL PRISM SHALL BE CONSTRUCTED DRAINAGE DISTRICT
TO SUBMIT SEALED ENGINEERING PLANS FOR THE BY-PASS
FACILITIES FOR REVIEW AND APPROVAL THE ABANDONMENT AND NTH A MINIMUM ELEVATION 6 ° ABOVE ADJACENT FIELD AND A
DEMOLITION OF EXISTING BWCDD FACILITIES REPLACED BY THE 25 CROSS SLOPE AWAY FROM CANAL PRISM AREA UNLESS MCDOT 170548 - MC 85
TEMPORARY BY-PASS SHALL PROCEED ONLY AFTER THE OTHERWISE NOTED. LIBERTY SCHOOL RD TO COTTON LANE
CONSTRUCTED BY-PASS HAS BEEN FIELD VERIFIED AND
ACCEPTED AS ADEQUATE BY BWCDD.
15. ALL EXISTING IRRIGATION FACILITIES DISTURBED BY NEW
CONSTRUCTION SHALL BE RECONSTRUCTED TO CURRENT MGM
STANDARDS.
16. PRIOR TO THE ISSUANCE OF A BWCDD LE I 1ER OF ACCEPTANCE, GENERAL NOTES & ABBREVIATIONS
CONTRACTOR TO COLLECT AND PROVIDE AS-BUILT SURVEY, AT
THE DIRECTION OF BWCDD CONSTRUCTION OBSERVER, TO THE
OWNER'S ENGINEER FOR REVIEW AND APPROVAL. Project No. Scale
181300507
17. UPON COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL
CONTACT BWCDD'S CONSTRUCTION OBSERVER TO OBTAIN A Drawing No. Sheet Revision
LETTER OF ACCEPTANCE.
G-1 1 of 16

Stantec
v
Siontec Consulting Services Inc.
0211 south 4810 Sheet
Phoenix AZ 85044 USA
,Vi7x5-31."0 CAP PLATE TeL 602.438.2220
STA 366+25.61, 52.6 LT SEAL WELD ALL AROUND www8tuAlec.cutn
CONSTRUCT HDWL No 2
SEE DWG S-2 5°0 STEEL GUARD POST SCH 40 Copyright Reserved
_ PAINTED YELLOW OR AS DIRECTED
BWCDD SOUTH EXTENSION CA BY DISTRICT SUPERINTENDENT diaafng the COntacto, • any errors shulvenlyond a ansunns be responstle bf lEtarled ra to druensions. Sfantc, wthour DO NOT deroy. scadeltla
TheCnp5I04tnInnHde.1yn and drawings e TAt proper!, a St..tec. Repro-1.ton
366+30 12, 42.6' LT of we !or ony purpAse caw Ikul Thal oulhonred by Von!. is fatidden.
Removal Notes
(.7‘ REMOVE AND DISPOSE OF EXIST PIPE BACKFILL
x...1/ AND COMPACT PER MAC STD SPEC*1CA1IONS
SECTION 211/604.1.4.
REMOVE AND DISPOSE OF EXIST IRRIGATION
COD LATERAL 6 Q STRUCTURE BACKFILL AND COMPACT PER MAC STD
AMILINNORMIBAIPAIRMIMMXIMMAr T IN PLACE) SPECIFICATIONS SECTION 211/604.1.4.
• Amitimmitswommilamir .1".....1.1....11,0,1 I6 REMOVE AND DISPOSE OF EXIST CONCRETE LINING
Q AS REQUIRED FOR CONSTRUCTION OF FACILITIES.
STA 367+47.73, 99.1' RTO BACKFILL AND COMPACT PER MAO STD
01 415 s i Lt PIPE WI SPECIFICATIONS SECTION 211/004.1.4.
1/4' PLATE CAP, .-. " j (-;"\ SAWCUT AND REMOVE EXIST AO. PAVEMENT AS
FILL W/ CONG REQUIRED.
67\ CLEAR AND GRUB EXIST VEGETATION AS REQUIRED
STA 367+39.58, 99.0' RT 2.-0" \.:L'I " FOR CONSTRUCTION OF IRRIGATION FACILITIES.
CONSTRUCT JUNCTION
STRUCTURE No 1 Utility Notes
ri"), BOLLARD
SEE DWG 5-5 ‘...,„=„/ NTS , UNLOCA'TED EXIST UNDERGROUND UTIUTt'.. REFER
\:/` TO BWCDD UTILITY LOCATION/RELOCATION NOTES
ON DRAWING G-2.
EXIST/ER
PROP 20' 20' 40'
(BY Or-IER
SCALE IN FEET
/
900 900 BROADWAY RD
1
—98-4: 11'
1
SOUTHERN AVE • /4.
ns
c_ MC 85 MC 85
- -
NEW MC 85...
PAVEMENT (TYP)
895 895 i LOWER RIVER RD
SECTIONS 26, 27, 32 Sc 34, TIN, R2W
IMATCH EXIST APPROX FG SECTION 6, T1S, R2W
I FG 891.80
0 PIPE Benchmark
<7, STRUCTU SEE mARicoPA couNTY DEPARTMENT OF
MATCH EXIST TRANSPORTATION PLANS, BY JACOBS, SHEET G2
—.t
FG 890.40 Name, 1813C0507.DWG WA1AR - ASV lffillAk 1024.17
JUNCTION 14 CDD SOUTH Dom. Ch.. Mg, 141005.11
vcrE i cANAL NsioN [ APPROX TOP MST LAT 6 Permit-Seal
APPROX EXIST ROAD
TOP EXIST CLD_----
890 890
0. -4 Construction Notes
[ E EXIST 1.AT 6
40 SEE DWG 0-1 FOR PIPE TRENCH DETAIL.
i sAwcur EXIST PIPE AND CONSTRUCT PIPE COLLAR
1 i l PER DETAILS ON DWG D-1.
f PAVEMENT REPLACEMENT PER MAC STD DET 200,
1 : . 1 TYPE B. -r" TOP WITH FULL DEPTH ABC BACKFILL Client/Proiect
1 : < 1 COMPACT TO 100% PROCTOR, BUCKEYE WATER CONSERVATION &
1 : / CAUTION, OVERHEAD ELECTRIC LINES. PROTECT IN
li f @ PLACE. DRAINAGE DISTRICT
k: I, f BACKFILL. AND COMPACT FAST CANAL PRISM AS
IMATCH EXIST f @ REQUIRED FOR THE CONS1RUCHON OF NEW MCDOT TT0548 - MC 85
885 1 EL 887.30± — -i---st ---ir — — 7 885 FACILIDES PER MAD STD SPECIFICATION SECTION LIBERTY SCHOOL RD TO COTTON LANE
i \ 211/604.1.4.
EXIST REMOVE lc REPLACE EXIST FENCE AS REQUIRED
EL= 886.38 FOR CONSTRUCTION OF IRRIGATION FACILITIES.
REMOVE AND RELOCATED EXIST SIGNS AND/OR Title
MAILBOXES.
IEL 886.50 NOTE: FLOW UNE OF LATERAL 6 PIPE CONSTRUCT PIPE COLLAR PER DETAILS ON DWG SITE PLAN
CROSSING SOUTH EXTENSION CANAL NOT D-1.
IMATCH EXISTI VERIFIED, CONTRACTOR TO FIELD VERIFY AND INSTALL BOLLARDS PER DETAIL 1, THIS SHEET,
IEL 883.26± I NOTIFY ENGINEER OF ANY DISCREPANCIES APPROXIMATELY 3 FEET FROM EACH CORNER OR
BETWEEN EXISTING CONDITIONS AND PROJECT AS DIRECTED BY DISTRICT SUPERINTENDENT. Project No. Scale
PLANS. Q SAWCUT COST PIPE AS REQUIRED FOR 181300507 1"=20' HOR 1"=2' VERT
880 1. 880 CONSTRUCTION OF NEW FAcluriEs.
Drawing No. Sheet Revision
SECTION
SP-2 5 of 16 0
•14,131,-.15

Stantec
Stontec Consulting Services Inc.
South 481h Street
Vhomix AZ 89344 USA
Tel. 602.4387200
tvehssiontec.com
Copyright Reserved
The Cathode shall verily and be resparride 5251 dine -Led, AC 5...4 sada he
dchseg-cmy mei et onlehaniShel S epw!ed I tud!ec hrhoul delay.
C I,trISsOye,I5iip end drovringi ore Me property or Stenlec. RegroducHor
Ode for any pith.. crew than fhataulharixed ty.Slonhic SS:Tedder,.
Removal Notes
REMOVE AND DISPOSE OF EXISTING IRRIGATION
STRUCTURE. BACKFILL AND COMPACT PER MAC
STD SPECIF1C,411ONS SECTION 211/604.1.4
REMOVE AND DISPOSE OF EXIST CONCRETE UNING
AS REQUIRED FOR CONSTRUCTION OF FACILITES.
STA 379+56.22. 51.1' RT BACKFTLL AND COMPACT PER MAO STD
CONSTRUCT HD WL No 4 SPECIFICATIONS SECTION 21 1 /e04.1 A.
SEE DWG S-2 GT CLEAR
ZONE Construction Notes
SEE DWG D-1 FOR PIPE WENCH DETAIL
SAWCUT EXIST PIPE AND CONSTRUCT PIPE COLLAR
Q PER DETAILS ON DWG 0-1.
Q REMOVE & REPLACE MIST FENCE AS REQUIRED
FOR CONSTRUCTION OF IRRIGATION FACILITIES.
Eit;I Utility Notes
A 4111I____,.0. N ,./.; UNLOCATED EXIST UNDERGROUND U7111TY. REFER
-- • \Y TO BINCIDD UTIUTY LOCATION/RELOCATION NOTES
ON DRAWING G-1.
1ST BWCDD PRE 20' U' 40'
ROTECT IN PJAACE) 15TI
1
SCALE IN FEET
PROP P BROADWAY RD
(BY PIERS)
(PIR07.7 PLAC _ _ _ _ CANAL
_ _
SOUTHERN AVE .
ri MC 85
900 900
MD-85
LOWER RIVER RD
1 SECTIONS 26, 27, 32 & 34, TIN, R2W
SECTION 6, T1S, R2W
d-
o Benchmark
SEE MARICOPA COUNTY DEPARTMENT OF
TRANSPORTATION PLANS, BY JACOBS, SHEET G2
Fle MIMS: 11112ZOAD.DWG J.IFOIKI ASV 1.1F0LAR 1124.17
895 APPROX FG 0 PIPE 895 Dom. bed. Dien. 616kno_2r
I-- NEW. MC .85 - Permit-Seal
PAVEMENT (W)
EXIST BERMfiENCELJNE ULL Ertra ir LUST rLd D.rh OATS Rat EhhiiShdi. rETIreS van'‘
RI MN A gil
TOP EXIST CC.,0
012-5M1
weeps emir, OM ad-noo
3Cr PIPE E EXIST CLO
Ciient/Project
I 890 I 1 890 BUCKEYE WATER CONSERVATION &
DRAINAGE DISTRICT
MCDOT TTI3548 - MC 85
UBERTY SCHOOL RD TO COTTON LANE
EXIST MATCH EXIST
EL— 889. 47 EL 890.00±
EL 889.54±
MATCH FAST hue
SITE PLAN
:! 885 885
Project No. Scale
187300507 1.20' HOR 1"=2' VERT
7 9
Drawing No. Sheet Revision
SP-3 6 of 16 0

CONCRETE REINFORCEMENT NOTES:
THE EDGE BARS ACROSS THICKNESS OF
OPENING ARE TO BE SAME SIZE AND SPACING Stantec
COVER AS CORRESPONDING WALL OR SLAB BARS
THE REINFORCEMENT SO THAT THE MIN CLEAR DISTANCE BETWEEN FACE OF CONCRETE LAP EXTENSION
AND NEAREST REINFORCEMENT IS 2° FOR #6 BARS AND SMALLER. AND 3" FOR #9 THROUGH ... BEYOND OPENING 7
#11 BARS; EXCEPT PROVIDE A CLEAR DISTANCE FROM FACE OF CONCRETE PLACED AGAINST Ld Stantec Consulting Services Inc.
EARTH OR ROCK OF 3" WHERE MEMBER THICKNESS IS r OR LESS AND 3" WHERE MEMBER 5211 South 48111 Street
THICKNESS IS GREATER THAN 9", THE CLEAR DISTANCE BEING TO THE DESIGN DIMENSION UNE. Phoenix AZ 68144 USA
REINFORCEMENT PARALLELING CONSTRUCTION JOINTS SHALL HAVE A MINIMUM OF 2" CLEAR 791. 602.435.2200
COVER. PROVIDE 2° MIN. CLEAR COVER AROUND OPENING. 3 www.elunihec.arn
DIMENSIONS: Copyright Reserved
DIMENSIONS ARE TO THE CENTER LINES OF THE BARS UNLESS OTHERWISE SHOWN. CLEAR EDGE BARS EACH The Contacka veuily arta be resporntle larch crene.ons. DO l4Oi,10Ielh,
COVER DIMENSIONS ARE MARKED "CUR'. PROVIDE 1100 P SIDE OF OPENING &cuing - any ernors or omissions shall be reporled Shente, .11 100 1 4010,/
REINFORCEMENT SAM E il V The Coprght: IS oh designs uhd droi,1ngs one Me pnopedy ot Slant.. Reproduction
PLACING: SIZE ANC SPACING A S 0 IN HALLS OR SLABS OVER 18" °ruse For ony pupose other Mon ghat cclhorried by Sl'onl'ecly fploltlolon.
CORNER BARS FO R IN 7 HICKNESS. USE TIE BARS, IN WALLS OIN SLABS OVER 18°
REINFORCEMENT AT SMALL OPENINGS OW 18') IN WALLS AND SLABS MAY BE SPREAD APART S SAM E SIZE AND RADIAL IN THICKNESS, USE HE BARS,
NOT MORE THAN 1 1/2 TIMES THE BAR SPACING. REINFORCEMENT MAY BE ADJUSTED RECTANGULAR OPENING H SPA INC AS CORRESPONDING SAME SIZE AND SPACING AS
LATERALLY TO MAINTAIN A CLEAR DISTANCE OF AT LEAST 1" BETWEEN THE REINFORCEMENT PROVIDE LAP LENGT N WAL OR SLAB REINFORCEMENT CORRESPONDING WALL OR SLAB
AND KEYS, WATERSTOPS, ANCHOR BoTTs , FORM TIES. CONDUITS, AND OTHER EMBEDDED EXTENSID (MM SIZE #6) REINFORCEMENT (MAX SIZE #6)
MATERIAL IN HEAVILY REINFORCED AREAS RELOCATION OF THE EMBEDDED MATERIAL MUST BE
CONSIDERED. IN NO CASE SHOULD BARS BE BENT TO GREATER THAN 6 TO 1 SLOPE. 121111...
REINFORCEMENT PARALLEL TO ANCHOR BOLTS OR OTHER EMBEDDED MATERIAL SHALL BE
PLACED TO MAINTAIN A CLEAR DISTANCE OF AT LEAST I 1/3 TIMES THE MAXIMUM SIZE SEE CORNER BAR TABLE (OMIT
AGGREGATE PLACE ADDITIONAL RENFORCING IN THE SAME PLANE AS THE REINFORCING AT SIDE OF OPENINGS ADJACENT
INDICATED IN THE DETAIL PLANS. TO MASS CONCRETE, FLOORS OR
BEAMS)
SPACING: •' EDGE BARS ACROSS THICKNESS
THE FIRST AND LAST BARS IN WALLS AND STABS, STIRRUPS IN BEAMS, AND TIES IN COLUMNS OF ( PENING STEALL BE SAME EDGE BARS EACH I#4 N W CALL ORN(EIR ryp . BAR R CENTERED
ARE TO START AND END AT A MAXIMUM OF ONE HALF OF THE ADJACENT BAR SPACING. SIZE AND SPACING AS SIDE OF OPENING
CORRESPONDING WALL OR
PLAIN DOWELS: REINFORCEMENT AROUND SLAB BARS. REINFORCEMENT AROUND
PLAIN DOWELS ACROSS CONTRACTION JOINTS SHALL BE SMOOTH BARS UNIFORMLY COATED
WITH A FILM OF OIL BEFORE CONCRETE PLACEMENT. VISCOSITY OF THE OIL SHALL HAVE A CIRCULAR OPENINGS RECTANGULAR OPENINGS
SAE RATING OF NOT LESS THAN 250. FOR WALLS LESS THAN 1D" THICK
Ammamas,
BAR SUPPORTS, SPACERS, AND OTHER ACCESSORIES ARE NOT SHOWN ON THE DESIGN
DRAWINGS. THE RECOMMENDATIONS OF ACI 315 OR OTHER APPROVED SUPPORTING SYSTEMS
MAY BE USED.
SPUCES:
UNLESS OTHERWISE SHOWN THE MINIMUM LENGTH OF LAP FOR SPLICING PARALLEL BARS NON-BENTONITE
SHALL BE GIVEN IN THE TABLE OF SPLICE AND EMBEDMENT LENGTHS. SPLICES SHALL BE HYDROPHILIC WATERSTOP
STAGGERED TO GIVE 12" CLEAR BETWEEN END OF ADJACENT SPLICES, IF BARS ARE SPACED SEE BELOW NOTE 2
CLOSER THAN 6" OR 6 BAR DIAMETERS. NONCONTACT LAP SPLICES SHALL NOT BE SPACED
FARTHER APART THAN ONE—FIFTH THE REQUIRED LENGTH OF LAP OR 6". WHEN REINFORCING ADDITIONAL REINFORCEMENT NOTE:
BARS OF DIFFERENT SIZES ARE TO BE SPUCED, THE LENGTH OF LAP SHALL BE GOVERNED BY
THE SMALLER DIAMETER BAR. SPLICES ARE TO BE MADE SO THAT THE GIVEN DISTANCES TO 1, AREA OF ADDITIONAL BARS AT EACH EDGE OF OPENING IN EACH DIRECTION SHALL
FACE OF CONCRETE WILL BE MAINTAINED. SPLICE LENGTHS SHOWN ON ME TABLE OF SPLICE MATCH 1/2 THE CROSS SECTIONAL AREA OF THE INTERRUPTED BARS.
AND EMBEDMENT LENGTHS ARE FOR CLASS B SPUCES. SPACED AT LEST 6" ON CENTERS, IN
ACCORDANCE WITH ACI 318-02, SPLICES REQUIRING LAP LENGTHS OTHER THAN THOSE FOR 2. PROVIDE STANDARD ACT TIOOK IF STRAIGHT EXTENSION PART OPENING CANNOT BE
CLASS B MUST BE DETAILED ON THE REINFORCEMENT DESIGN DRAWINGS. OBTAINED. RESTRICTED MEMBER
THICKNESS
STANDARD HOOKS ., 3. PLACE ADDITIONAL REINFORCING IN THE SAME PLANE AS THE REINFORCING INDICATED 3/4
IN THE DETAIL PLANS.
HOOKS SHALL HAVE 18CF BENDS AND EXTENSIONS OF 4—BAR DIAMETERS BUT NOT LESS THAN
2 1/2" PARALLEL TO THE MAN LEG OF THE BAR OF BCE BENDS AND EXTENSIONS OF AT 4. PROVIDE MINIMUM 2" CLEAR COVER AROUND OPENING.
LEAST 12—BAR DIANE ENS. HOOKS FOR STIRRUP AND 71E ANCHORAGE ONLY SHALL HAVE
EITHER A 90 OR 135' BEND PLUS AN EXTENSION OF AT LEAST 6—BAR DIAMETERS BUT NOT 5. DIAMETER OF ADDMONAL BAR SHALL BE (AT A MINIMUM) THE SAME DIAMETER AS
LESS THAN 2 1/2" AT THE TREE END OF 1I16 BAR. RADIUS OF BEND TO BE AS SPECIFIED INTERRUPTED BARS.
IN THE TABLE OF PIN DIAMETERS, PROVIDE STANDARD ACI HOOK IF STRAIGHT EXTENSION
PART OPENING CANNOT BE OBTAINED. B. RES, EDGE, AND CORNER BARS NOT REQUIRED FOR OPENINGS 18" OR LESS. FOR A
BENT BARS:. RECESS DEEPER II-LAN 4', BUT NOT GREATER THAN 1/2 WALL OR SLAB THICKNESS,
USE CORNER BARS IN FACE ON RECESS SIDE,
ONLY BILLET 5E61 OR AXLE STEEL SHALL BE USED FOR BARS TO BE BENT. UNLESS OTHER FILLET 12° OR GREATER FILLET LESS THAN 12'
RADIUS BENDS ARE INDICATED ON THE DESIGN DRAWINGS, ALL REINFORCEMENT RECUR/NG TYP REBAR
BENDING SHALL BE BENT AROUND A PIN HAVING THE DIAMETER SHOWN IN THE TABLE OF PIN ADDITIONAL REINFORCEMENT AT
DIAMETERS. AREA OF ADDMONAL BARS OF EACH DIRECTIONAL SHALL MATCH 1/2 THE CROSS OPENING IN CONCRETE SLAB OR WALL KEYWAY CHAMFER 0 TYPICAL CORNER DETAILS 0
SECTIONAL AREA OF INTERRUPTED BARS.
NTs Airs NTS NTS
STRESS CLASS:
CONCRETE FOR CLASS AN 4000 PSI SHALL MEET THE FOLLOWING TERTIARY REQUIREMENTS: NOTE: KEYWAY NOT REQUIRED FOR MONOLITHIC
SECTIONS. KEYWAY NOTES:
CONCRETE fc = 4000 PSI AT 28 DAYS. STEEL REINFORCEMENT (CONFORM TO
ASTM A-615). BAR Fs= 24,00f1 PSI (GRADE 60) 1. KEYWAY NOT REQUIRED FOR MONOLITHIC SECTIONS.
CONCRETE FOR CLASS AA 6000 PSI SHALL MEET THE FOLLOWING TERTIARY REQUIREMENTS: 2. WATERSTOP SHALL BE ADEKA ULTRA SEAL KBA-1510FP OR
APPROVED EQUIVALENT (0AE), INSTALL PER MANUFACTURER'S Fe Memo, 51_307 DWG 11)1051, At') MIHME 10.24,17
CONCRETE FE = 1800 PSI AT SETTING PRECAST, Fc 3000 PSI AT WATER TABLE OF SPLICE AND EMBEDMENT LENGTHS INSTRUCTIONS. CLEAN SURFACE OF PIPE AND ADHERE WITH Ovm. Chid, Mgr:. 1110.00.132
LOADING, Pc = 6000 AT 28 DAYS. STEEL REINFORCEMENT (CONFORM TO 3M 2141 RUBBER ADHESIVE (OAF). LAP ENDS 2", AND SEAL Permit-Seal
ASTM A-615). BAR FS= 24.000 PSI (GRADE 60) FOR CONCRETE WITH WITH P-201 (OAE).
REBAR
fc -= 4000 PSI CAL AT t :OAT 04 WIAlvila DO,
51101: mOO 40414 0000071011.
MIN CENTER TO CENTER LENGTH Le OF LAPPED SPLICE (INCHES) DEVELOPMENT LENGTH Ld (INCHES) To
BAR # BAR SPACING (INCHES) TOP BARS • OTHER BARS TOP BARS. OTHER BARS PSI TABLE FOR ADDITIONAL REINFORCEMENT
CONCRETE NOTES: 3 1 1/5 24 19 19 15 , Cla 0001(054 m-1-1 CA rap., F-050,10E, 253- ,
4 1 1/2 32 25 25 19 MEMBER TIE BARS EDGE BARS CORNER BARS
CHAMFER: 5 1 7/8 40 31 31 24 THICKNESS
CHAMFER EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES OF ALL STRUCTURES WITH 5 21/4 48 37 37 29 24,000 LESS THAN 10" NONE 1— 0 CENTER 2— #4 0 CTR.
A 45' BEVEL 3/4"x3/4". 7 2 5/8 70 54 54 42 (GRADE 60) 111" THRU 113" NONE 2— (1 EACH FACE) 4— #4 (2 EACH FACE) Client/Project
8 3 50 62 62 48 19" THRU 36" #4 0 12" 3— EQUALLY SPACED 4— #4 (2 EACH FACE)
DIMENSIONS: 9 33/B 91 7E1 70 54- OVER 36" #6 0 12" SPACED 0 12" 4— #5 (2 EACH FACE) BUCKEYE WATER CONSERVATION &
ALL DIMENSIONS TO A JOINT ARE TO THE CENTERUNE OF THE JOINT. BEAM AND SLAB DRAINAGE DISTRICT
DEPTHS SHALL BE MEASURED FROM THE TOP OF THE STRUCTURAL SLAB. DIMENSIONS GIVEN OMIT EDGE AND TIE BARS ALONG SIDES OF OPENINGS LESS THAN 18". MIT
FOR THE DEPTH OF RECESSES ARE FROM THE SURFACE OF THE STRUCTURAL CONCRETE. CORNER BARS AT SIDES OF OPENINGS ADJACENT TO FLOORS, WALLS, OR MCDOT T10548 - MC 85
THICKNESS SHOWN FOR WALLS AND SLABS ADJACENT TO UNDISTURBED SOIL OR ROCK ARE REAMS, OMIT CORNER BARS IF BOTH DIMENSIONS OF OPENINGS ARE LESS
MINIMUM DIMENSIONS. TABLE OF SPLICE AND EMBEDMENT LENGTHS THAN 18", RECESSES: USE CORNER BARS IN FACE OF RECESSES DEEPER THAN LIBERTY SCHOOL RD TO COTTON LANE
4° IF EITHER DIMENSION OF RECESS IS EQUAL TO DR GREATER THAN 18'.
EMBEDDED MATERIALS: FOR CONCRETE WITH
REBAR
BEFORE PLACING CONCRETE, CARE SHALL BE TAKEN THAT ALL EMBEDDED ITEMS ARE IN fc = 6000 PSI
POSITION AND SECURELY FASTENED IN PLACE. Title
MIN CENTER TO CENTER LENGTH Ts OF LAPPED SPLICE (INCHES) DEVELOPMENT LENGTH LA (INCHES) Is
FINISHES: BAR # BAR SPACING (INCHES) TOP BARS • OTHER BARS TOP BARS. OTHER BARS PSI
FOR LOCATION AND CLASSES OF FINISHES FOR FORMED AND UNFORMED CONCRETE SURFACES 3 3 29 16 15 12 GENERAL CONCRETE REINFORCEMENT
SEE SPECIECATTON. 4- 3 26 20 20 16
NOTES & DETAILS
JOINTS: 5 4 33 25 25 20 24,000 TABLE OF PIN DIAMETERS (IN INCHES)
ALL CONSTRUCTION JOINTS SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE PROVIDED. 6 5 40 DI .31 24 (GRADE 60) Project No. Scale ;.2
ADDITIONAL CONSTRUCTION JOINTS MAY BE USED SUBJECT TO APPROVAL 7 5 58 44 44 34 BAR # 3 4 5 6 7 8 a lo 11 181300507 AS SHOWN
B 6 66 51 51 39 STANDARD BENDS 2-1/2 3 3-3/4 4-1/2 5-1/4 6 9-1/2 10-3/4 12
9 7 74 57 57 44 STIRRUP & RE BENDS 1-1/2 2 2-1/2 4-1/2 5-1/4 8 — — — Oravvrig No. Sheet Revision
• TOP BARS ARE HORIZONTAL BARS IN BEAMS AND SLABS SO PLACED THAT MORE S-1 10 of 16 0
THAN 1 FOOT OF CONCRETE IS IN THE MEMBER BELOW THE BAR.

STRUCTURE SCHEDULE
i_fm 7 1 c- --.. Stantec
HOWL NO STATION DWG REF NO 1 RIPE 1 1 1 RIPE 21 PIPE 3 1 a 1 1 -En--7-71C- 015- 3±1 1 EL 4 I In- 5± 1 1=1 El i7
1 PER PLAN SP-1 24" RGRCP - - 878.80 ',r 874.04.-c, 74.80 877,30 878.10 4'-0" 2 ' - 0" Is\ 2'" 10'-0" 0'-3" Stontec 8211 South Consulting 48th Slthe1 Services Inc.
„I Ph00h6t AZ 85044 LISA
2 PER PLAN SP-2 24" RGRCP - - 889.80 886.40------ 887.30 889.20 889.20 2'-O° 1 .-10" 10"-0° 0 .-0" Ti 60.7-428.2200
www.s10htec.corn
4 PER PLAN SP-3 30" RGRCP - - 894.30 1389.60 890.00 892.20 893.70 2'-0" 1'-8" 10"-0" 5'-0" 0'-10"
Copyright Reserved
C.4011412clor OW warily ofidha mspon4010 411mer4lons. DO MOT scole the
0..00 - 0ny otors ermnismns 414410o neporle0 to 31240,0 wrilhout delay.
lye Copplehhlo all 6441041.0nd 040,4n/240ra 1he properly of Monte°, 11/240462011201
a meta' nnymprve 011144'4nm Thal ,41111040041 by .51,40c Ls 14412444than
Notes
1. SEE PLAN AND PROFILE DRAWING(S) FOR
ORIENTATION OF HEADWALL(S).
2. ALL STRUCTURAL CONCRETE SHALL BE CLASS AA
1'-6" (4,000 PSI) PER MAO SPECIFICATION SEC7TON
(TYP) SAWCUT EXIST CANAL UNING 725.
PIPE 2 3. REINFORCING STEEL TO BE ASTM A615 GRADE 60.
4. CONCRETE FILLER TO MATCH INVERT ELEVATION
AT E-1 AND MATCH SLOPE OF PIPE.
5. MATCH HAND-PLACED LINING TRANSMON TO
7 WIDTH, ELEVATION at SLOPE OF EXIST DITCH.
1
6. SHAPE AND COMPACT TRANSITION SUBGRADE
FROM HEADWALL TO 36" PAST UNDISTURBED
UNLINED DITCH OR TO UPSTREAM END OF
FT "[TRANSITION, WHICHEVER IS GREATER.
TO CANAL 7. EXTEND TRANSITION LNING FROM IEL 41 TO
EXIST DITCH OR CONCRETE LINING BY LENGTH []
1 SHAPE AND MATCH FINISH Will-I EXIST SLIPFORM LINING
STATION EXIST (IF APPLICABLE).
SEE NOTE 12 1'-0" MIN (TR)
El. CHAMFER EDGES OF PERMANENTLY EXPOSED
8" CONCRETE SURFACES WITH A 45• BEVEL, 3/4" X
TYP 1 3/4°.
ArfarpWARiffmaw-vprirs
11 .IPE 1 - 9. 3" DLA BRASS CAP SURVEY MARKER, SOKKIA
PART NUMBER 5134-08 OR APPROVED
6" MIN EQUIVALENT. CENTERED IN WALL INSTALL PER
6" MIN NATIVE MEG INSTRUCTIONS.
SCARIFY ABC BASE
AI DETAIL 10. WATERSTOP SHALL BE ADEKA ULTRA SEAL
KBA-1510FP OR APPROVED EQUIVALENT (OAE),
BRASS CAP INSTALL PER MANUFACTURER'S INSTRUCTIONS.
SEE NOTE 9 CLEAN SURFACE OF PPE AND ADHERE WITH 3M
2141 RUBBER ADHESIVE (CAC). LAP ENDS 2",
0 4° HAND-PLACED CONC AND SEAL WITH P-201 (OAE).
CANAL LINING
OUTLET HEADWALL RAN 11. IF DIMENSION E EXCEEDS 10'-0", SUB-BASE PER
DETAIL 1 REQUIRED.
Nrs
12. MINIMUM COMPACTION FOR ABC BASE AND NATIVE
NON-BENTONITE SUB-BASE SHALL DE 95% OF MAX DENSITY PER
ASTM 0698 AT +2% TO -4% OF OPTIMUM
HYDROPHILIC WATERSTOP As MOISTURE CONTENT
SEE NOTE 10 P.,m0.a2 PSE" 5TA 2--&9+1f3 02-253-1E)
IEL Fie Nome: 52_017.0We 1.14/1-1A17 ASV J.14.01/144 10.24.17
0144 Dsgn. 1.41A.D17.2Y
Pernit-Seal
EL 4
C.. 4471-0.11 Ai 1.01.71 YOU 1210 MON mu_ M42.4,20101: ,e;,-1,4
a04 8-1-1 1-eso-s-7444-rt 042-5114)
11.407, 100Th COM 241-1122
HORIZ REINF #4
12"oc (TIP) ---
CENTERED IN WALL Client/Project
BUCKEYE WATER CONSERVATION &
DRAINAGE DISTRICT
MCDOT 110548 - MC 85
LIBERTY SCHOOL RD TO COTTON LANE
10"
Title
SEE SECTION "A" FOR FOOTING KEYWAY
REINFORCEMENT HEADWALLS
Project No. Scale
181300507 AS SHOWN
SECTION
Isrus Adak SECTION Drawing No. Sheet Revision
1111HIPP 111 Nis
S-2 11 of 16 0

I 5'-0" (TIP) 8-11 Stantec
BRASS CAP 24"
STATION SEE NOTE 8 FULLERFORM
//— HEAVY DUTY Starloc Consulfing Services Inc.
PIPE GATE 5211 South 48t5v Sheet
PhoKlix AI 55044 USA
Tel 602.438.2290
r // wwwstontec.com
3'-2" I EL 878.70 4:1 MAX Copyright Reserved
TO EXIST Conlvactor shall veilly and be responstle !Droll ormarrOore, DO NOT the
dh,hng - ony errors cv ornisHons 511al be repealed lo Srentec vitauul . delny.
The Coppolls null designs erhef and dram:nos a. Me property olSienlec.Repoducrion
Of Lee lorany Orpose Men ,har oLdhoreed by Stanfac iulurbidben.
7
Notes
< 1- 0-1 NON-BENTONF[E 1. ALL STRUCTURAL CONCRETE SHALL BE CLASS
= cn 01 HYDROPHILIC WATERSTOP AA (_4 000 PSI) PER MAC SPECIFICATION
Li SEE NOTE 7 SECT1I:iN 725.
2. REINFORCING STEEL BARS SHALL CONFORM TO
ASTM A615 GRD 60,
3. CONCRETE SHALL BE PLACED WITH NO COLD
JOINTS. ALL CONCRETE SHALL BE VIBRATED
DURING PLACEMENT.
EL 876.77± I EL 874.85] 4. SEE PLAN AND PROFILE DRAWING FOR
MATCH EXIST CORRECT ORIENTATION OF STRUCTURE.
0.5' (TYP) 5. FIELD CUT REBAR AT STRUCTURE.
6. MINIMUM COMPACTION FOR ABC BASE AND
4" HAND-PLACED CONC NATIVE SUB- BASE SHALL BE 95% OF MAX
CANAL LINING (TYP) DENSITY PER ASTM 0698 AT +2% TO -4% OF
OPTIMUM MOISTURE CONTENT.
7. WATERSTOP SHALL BE ADEKA ULTRA SEAL
KBA- 1510FP OR APPROVED EQUIVALENT (0AE),
2" CL INSTALL PER MANUFACTURER'S INSTRUCTIONS.
(TIP) L2 CL CLEAN SURFACE OF PIPE AND ADHERE WITH
3M 2141 RUBBER ADHESIVE (OAE). LAP ENDS
(TYP) 8 2", AND SEAL WITH P-201 (CAE).
(TYP) "
EXPANSION JOINTCI) #4 12" ew 8. 3" DIA BRASS CAP SURVEY MARKER, SOKKIA
PART NUMBER 8134-08 (0AE). CENTERED IN
(1YP) WALL INSTALL PER MFG INSTRUCTIONS.
/MU SECTION
11BRII 111 rim
MATCH UNING ELEV
SEE PLAN Sc PROFILE
(rrp)
GRADE LEVEL PAD
EL 879.20 4' MN (TYP)
EL 878.70 FG
EL 878.70
1-1 MAX
TO EXIST Ks Nome, 54_507.0.G MAIM MV 11F(1AR 1215117
#4 W 12"oc (TYP) CRY, Chk.d_ [mg, 0505.00.11
CENTERED IN WALL Permit-Seol
CAR, Bffen AT ',CAST TOL. PRO 5110! FRA WCRCINC PAIl
HORIZ RENF #4 CI.
I EL 876.40 Inc (TYP) MAL 1-1-i CR 1-110ERSCAFE-IT 151-53711)
CENTERED IN WALL ,I , 25111055 5110111 Nor) 263-110,
Client/Project
2-6 L4 DWLS W 12 "
2- 6 L4 OWLS © 12" BUCKEYE WATER CONSERVATION 2.
0—B 0-8 DRAINAGE DISTRICT
MCDOT 170548 - MC 85
LIBERTY SCHOOL RD TO COTTON LANE
CEYWAY
Title
DIVISION STRUCTURE NO 2
NTS
("T" WINGWALL SECTION
NTS Project No. Scde
181300507 AS SHOWN
Drawing No. Sheet Revision
S-4 13 of 16 0

TYPICAL TOP SLAB AT ROADWAYS 1 TYPICAL TOP SLAB AT SIDEWALKS OR IN LANDSCAPE (FLUSH TOP) Stantec
PROVIDE POLYPROPYLENE STEP
FOR GRAB BAR Staniec Consulting Services Inc.
6211 South 48th Steel
MANHOLE FRAME/COVER AND 2° CL Phoenix AZ 85044 USA
MANHOLE STEPS TO BE PLACED r (TYP) Tel. 602.435.2260
AGAINST A NON–PIPE WALL. Annowrttontec.com
SEE NOTE 7 10"
Copylight Reserved
Conbacter shall vallfy ond be sesporagme ior oll dimensions, DO NOT scale Mg
droning - ony Rea, or omissions shell be fonrIed lo Staniec wlhoul
She Copmighls to all designs and dovilags eye Iha property &Marrero. Reproduclon
CL ..] or um for any pypose &hes lhon hot oultoted by Manigols lorb&dna
(TYP) I 1 1/2" CI_ NON–BENTONITE
HYDROPHILIC WATERSTOP 1' DIP) Notes
1-1 1/2" CL SEE NOTE 8 MANHOLE STEPS
1. ALL STRUCTURAL CONCRETE SHALL BE
CLASS AA (4,000 PSI) PER MAG
# 4 0 12" e SPECIFICATION SECTION 725.
CENTERED IN WALL SEE NOTE 5 & 10 2. REINFORCING STEEL BARS SHALL CONFORM
TO ASTM A615 GRD 60.
CL
[(TIP 0 PIPE) 3. CONCRETE SHALL BE PLACED WITH NO COLD
.JOINTS. ALL CONCRETE SHALL BE VIBRATED
DURING PLACEMENT.
4. SEE PLAN AND PROFILE DRAWING FOR
CORRECT ORIENTATION OF MANHOLE AND
PIPE INVERTS.
5. THE NOTED TOP ELEVATION AT THE CENTER
OF THE MANHOLE COVER HAS BEEN
DETERMINED FROM MCDOT PLANS. THE EXACT
882.76 TOP ELEVATION OF THE MANHOLE SHALL BE
(SEE NOTE 12 ESTABLISHED AND STAKED IN THE FIELD BY
THE DISTRICT'S ENGINEER AND/OR
CCNTR.ACTOR TO CONFORM TO FINAL
ROADWAY, SIDEWALK OR FINISHED GROUND
SURFACE ELEVATIONS.
6. FIELD CUT REBAR AT MANHOLE.
7. 30" MANHOLE FRAME AND COVER SHALL BE
SUPPLIED BY BWCDD FOR INSTALLATION BY
THE CONTRACTOR. THE CONTRACTOR SHALL
REIMBURSE THE DISTRICT FOR THE TOTAL
INVOICED COST OF THE FRAME AND COVER.
8. WATERSTOP SHALL HE ADEKA ULTRA SEAL
KBA-151DEP OR APPROVED EQUIVALENT
(CAE), INSTALL PER MANUFACTURER'S
INSTRUCTIONS. CLEAN SURFACE OF PIPE
5-SIDED MANHOLE PLAN SECTION a ) SECTION AND ADHERE WITH 3M 2141 RUBBER
YES NTS ADHESIVE (OAE). LAP ENDS 2". AND SEAL
WITH P-201 (OAE).
9. INSIDE HEIGHT EXCEEDS 10'-0", SUB–BASE
PER DETAIL 1 REQUIRED.
10. MINIMUM COMPACTION FOR ABC BASE AND
NATIVE SUB–BASE SHALL BE 95% OF MAX
DENSITY PER ASTM D698 AT +2% TO –4%
OF OPTIMUM MOISTURE CONTENT.
11. INSTALL TRACER WIRE BOX WHEN PIPE RUNS
EXCEED 50' OR AT THE DIRECTION OF THE
CONSTRUCTION OBSERVER. FLUSH WITH TOP
OF STRUCTURE. SEE DETAIL 10, DWG D-1.
12. BOTTOM ELEVATION TO BE 6" BELOW LOWEST
PIPE INVERT.
13. CONTRACTOR HAS THE OPTION TO PRECAST
THE STRUCTURE.
Fle Nome. 55_307.DWG -- 510555 AP( JAW& 16.24.17
Own. Cl&d. Dsgn. /MIDDY?
Permit-Seal
SEE NOTE
Cal eYcer 01 05 0.01 YOU TWO MIN ND fatAvATION. MegarD DAYS.%
TYP. SECTION wm
SEE NOTE 11 1 .-0" MIN (TIP) , DAL, SLUSO&A 8-1-1 01 COMM, 1-810-01001, g.02) 00-0115 26,1100 ,
± 9 3/4'
.4.‘/MOYSTETWIFEZ.WAWS.W.Wallafa.Z.TAPA....a. fr Client/Project
- >, 1' 5/8" BUCKEYE WATER CONSERVATION &
DRAINAGE DISTRICT
6" MIN NATIVEJ
(1) POLYPROPYLENE MANHOLE STEP MCDOT TT0548 - MC 85
NIT LIBERTY SCHOOL RD TO COTTON LANE
TOP SLAB REINFORCING PLAN !DIM
NTS DETAIL 1. STEPS SHALL BE PLACED INTO WET CONCRETE WALL DURING MANUFACTURE OR
(39 YES MORTARED INTO HOLES AFTER CONCRETE HAS SET.
JUNCTION STRUCTURE
2. INSTALL STEPS PER MANUFACTURER INSTRUCTIONS.
3. POLYPROPYLENE MUST MEET REQUIREMENTS OF ASTM 2146, 'PIPE II. GRADE 16936,
Project No. Scale
181300507 AS SHOWN
Drawing No, Sheet Revision
S-5 14 of 16 0

DITCH SYMMETRICAL ABOUT Q Earthwork Notes
VARIES VARIES
1. COMMON RI AND BACKEILL SHALL BE PLACED AND Stantec
COMPACTED TO 90% MIN UNIFORM DENSITY PER MAO
COMMON EMBANKMENT SID SPECIHCATIONS 211,2 AND 211,3.
6 ffIl___LT4 (SEE EARTHWORK NOTE 1) 2. COMPACTED FILL AND BACKFILL SHALL BE PLACED
6" MIN MO COMPACTED TO 95% MIN UNIFORM DENSITY PER Stontec Consulting Services Inc.
_z/- EXISTING GRADE BAG STD SPECIFICATIONS 211.2 AND 211.3. 8211 South 48th Sheet
COMMON 3. SEE OWCDD GRADING NOTES ON DWG 0-2 FOR Phoenix Al 85044 USA
ADDITIONAL INFORMATION AND REQUIREMENTS. Tel. 602.438.2200
EXISTING EMBANKMENT wwwslantee.com
GRADE
\\- SCARIFY Copyright Reserved
COMPACTED EMBANKMENT On Coblxcier shell voify ad be reipobible ler oll a-pensions. CC NOT :cob Ihe
(SEE EARTHWORK NOTE 2) drawing- onv armor anisslaro shal he repated oSleetee Mhoul dela.
The Cep#Iphrs To all dakm end avv.k...aS the woperly ntStonmec, Rep....Judi.=
TYPICAL CUT SECTION U use fanny purpose alter lhon thal oulhated a Vallee ls Waldo,
TYPICAL FILL. SEC11ON Lining Notes
B
° 1'-0" 3" MIN 1. CONTRACTION JOINTS IN CONCRETE LINING SHALL BE
TYPICAL HAND- PLACED LINING SECTION 2'-O" 12" MIN CONSTRUCTED VERTICALLY AT A MINIMUM OF 10
FOOT INTERVALS PER DETAIL 2,
NTS SEE EARTHWORK NOTES
2. FIBROUS REINFORCEMENT SHALL HAVE THE
ri")HAND- PLACED CONC CANAL LINING FOLLOWING CHARACTERISTICS:
- NITS SEE LINING NOTES a. b. TENSILE SPECIFIC STRENGTH GRAVITY 55 0.91 ksi
ELASTOMERIC SEALANT WITH LINING THICKNESS c. FIBER LENGTH GRADED 1"4" TO 3/4"
STRUCTURE 1 1/4" CLOSED CELL BACKER ROD THE APPLICATION RATE FOR THE FIRERS IS 1.5
POUNDS PER CUBIC YARD.
(SEE LINING NOTE 5)
EXIST CONC 3. THE ELASTOMERIC SEALANT SHALL BE SIKAFLEX 2C
3/4" CHAMFER CANAL LINING OR APPROVED EQUIVALENT.
i
4. ALL CONCRETE FOR CANAL LINING SHALL BE CLASS
1" SPONGE A (3000 PSI) PER MAO STD SPECIFICATION SECT
RUBBER FILLER 4 -' -725.
rf)CONTRACTION JOINT 5. BACKER ROD SHALL BE HIGHWAY BACKER ROD BY
4" NOMAC_L O__ZEBULON, NORTH CAROLINA OR APPROVED
LINING NTS (SEE LINING NOTE 1) EQUIVALENT. INSTALL BACKER ROD IN JOINT PER
4" MANUFACTURER'S INSTRUCTIONS.
THICKNESS
MIN
Trenching Notes
1. IF COMPACTED BACKFILL TO PIPE ZONE IS
COMPACTED BY WATER CONSOUDATION SEE MAG STD
•III•I 4" 4 " SPECIFICATION 601.4.5.
\_._5/fe CLOSED CELL BACKER ROD
C) (SEE LINING NOTE 5) 2. PIPE ZONE MATERIAL SHALL BE PLACED IN LIFTS AS
CONSTRUCTION JOINT STRUCTURE DESIGNATED IN THE PIPE TRENCH DETAIL AND
° EXPANSION JOINT COMPACTED PER THE DENSITY REQUIREMENTS OF
NTS (DCONSTRUCTION JOINT DETAIL BACKFILL TYPE I SHOWN ON MAC TABLE 601-2.
NTS
F[ UNLINED 3. BEDDING MATERIAL SHALL BE SAND OR SELECTED
DITCH -"-\ SANDY SOIL ALL OF WHICH PASSES A 3j8 INCH
1" SPONGE SIEVE AND NOT MORE THAN 10 PERCENT OF WHICH
RUBBER FILLER PASSES A NO. 200 SIEVE.
VALVE BOX
4, THE MINIMUM COVER OVER THE PIPE SHALL BE
VARIES- MAX 6 1/2" OD TOP 2 .-0" PER MAID STANDARD SPECIFICATION 618.3.
4"
T R 5. TRENCHING BENEATH EXISTING, PROPOSED AND/OR
FUTURE PAVEMENT:
I 4" 1. VALVE BOXES SHALL BE NOS a, FULL DEPTH ABC BACKFILL
1 4'1 B. 6" MIN PIPE BEDDING
8 3/8T MODEL NO 1073C SAND OR C. COMPACT PER MAC STD SPEC 601.4-TYPE 1
1 12"x12"x4" ENGINEER APPROVED EQUAL nBERMESH REINFORCED 6 TRACER WIRE SHALL BE 12 AWG SOLID, PRO-TRACE
CONCRETE PAD 2. LID SHOULD BE TAN IN COLOR LINING TO BE KEYED IN CONCRETE (SEE LINING HF-CCS PE30. TRACER WIRE SHALL BE RATED FOR
COMPACTED BACKFLL (TYP) (SEE PIPE COLLAR NOTE No. 6) 12"x12"x4" OR ENGINEER APPROVED FOR FULL PERIMETER NOTE 2) DIRECT TOP OF PIPE BURIAL BETWEEN USE AND ALL INSTALLED IRRIGATION ON STRUCTURES. OUTSIDE
(SEE EARTHWORK NOTE 2) CONCRETE PAD EQUAL INSTALL IRRIGATION ACCESS STRUCTURES. VAULT PER TRACER DETAIL WIRE 10 AT SHALL ALL BE
° UNLINED DITCH TIE- IN ( "'CONCRETE PAD COLOR PURPLE. NO SPUCING ALLOWED. IF LENGTH
VARIES-MAX 8 3/8" OD BOTTOM BETWEEN STRUCTURES EXCEEDS 500',_ ADD AN
NTS NTS ACCESS VALI AT LOCATION WHERE SPLICE WOULD
- , ) TRACER WIRE ACCESS VAULT HAVE BEEN REQUIRED.
PIPE COLLAR TABLE
TYPE 1 COMPACTED BACKEILL PIPE DIAMETER El E 1E1 E]
PER MAC 601.4.4.
12" TO 54" 10" 36" 20" 4 #4
ORIGINAL MOUND OR SPREAD TO MATCH NON-BENTONFTE
GROUND r SURFACE --' EXISTING OR CONSTRUCT HYDROPHILIC WATERSTOP 60" & LARGER 15" 48" 30" 5 #5
EMBANKMENT AS REQUIRED (SEE PIPE COLLAR NOTE 4) ble Nome. 131_507.DWG JJF/aa ASV JJF/HAR C1-14.I7
_ - 000. Client Degn. 616t.oere
\\\. Pipe Collar Notes Permit-Seal
PIPE OUTSIDE DIAMETER +
VARIES TRACER WIRE (SEE 1. NO SUBSTITUTIONS AND/OR CHANGES SHALL BE ieeNli rl,l,EA;p21.,, F011,174,11,1G0,401
2' MIN >---- TRENCHING NOTE 6) MADE WITHOUT OWNER'S ENGINEER'S APPROVAL.
(SEE TRENCHING s' SLOPE OR SHORE 3" CL 2. CONCRETE PIPE COLLAR IS REQUIRED TO JOIN MU
NOTE 4) AS REQUIRED FOR (TYP) PLAN END PIPES (OE DIFFERENT DIAMETER OR . il*V3P4 2.)
MATERIALS) OR PIPES THAT CHANCE IN AUGNMENT
SAFETY -N. OR GRADE.
3. PIPE ENDS SHALL BE TRIMMED SUCH THAT THE 55IPaRES 3/31/2020
MAXIMUM DISTANCE BETWEEN PIPES AT ANY POINT Client/Project
12" LAP IS 2'. THE JOINT SHALL BE GROUTED/SEALED AND
ALLOWED TO CURE PRIOR TO CONCRETE BUCKEYE WATER CONSERVATION &
(TYP) >- I - IDTIES PLACEMENT. DRAINAGE DISTRICT
4. WATERSTOP SHALL BE ADEKA ULTRA SEAL
NBA-1510FP OR APPROVED EQUIVALENT (0AE)., MCDOT 70548 - MC 85
INSTALL PER MANUFACTURER'S INSTRUCTIONS.
\ HORIZ @ 12" CLEAN SURFACE OF PIPE AND ADHERE WITH 3M LIBERTY SCHOOL RD TO COTTON LANE
0.37 x O.D. - PIPE ZONE MATERIAL (TYP) 2141 RUBBER ADHESIVE (CAE). LAP ENDS 2',
AND SEAL WITH P-201 (OAF).
SELECT PIPE ZONE MATERIAL TO BE 5. CONCRETE COLLARS SHALL SE FINISHED SMOOTH Title
AND FLUSH WITH THE INSIDE SURFACE OF THE
PLACED AND COMPACTED IN 12 -INCH PIPE PRIOR TO PLACEMENT OF CONCRETE.
4" 1/2 W LIFTS OR LESS (SEE TRENCHING q, ENCASEMENT SYMM. TYPICAL SECTIONS & DETAILS
BEDDING NOTE 2) ABOUT PIPE 6. CONCRETE SHALL BE GLASS M (4,000 PSI) PER
MAIL STD SPECIFICATION SECT 725 AND SHALL BE
CONSOLIDATED BY MECHANICAL VIBRATOR OR
(PIPE OD" + 36") EQUIVALENT.
BEDDING MATERIAL SHALL BE AN ° SECTION - PIPE COLLAR DETAIL Project No. Scale
UNCOMPACTED LAYER OF SELECT FITS 7. REINFORCING STEEL SHALL BE ASTM A615 GRADE 181300507
MATERIAL. PIPE IS LAID DIRECTLY ON ("---) PIPE COLLAR DETAIL so.
(g)PIPE TRENCH DETAIL THE BEDDING (SEE TRENCHING NOTE 1,...ziNTS SEE PIPE COLLAR NOTES 8. ALL FORMS SHALL BE REMOVED PRIOR TO Drawing No. Sheet Revision
,..iNTS SEE TRENCHING NOTES 3 FOR MATERIAL REQUIREMENT) BACKFILING,
D- I 15 of 16 0