Courtyeard_Bid_Set_2.pdf

ARCHITECT OF RECORD

SHEET TITLE:

(928) 855-6544

PLANNING

ARCHITECTURE &

SHEET NO.

INC.

ASSOCIATES

SELBERG

2130 MESQUITE AVE. | SUITE 204

LAKE HAVASU CITY | ARIZONA | 86403

PROGRESS SET

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PROJECT NO.

SEAL

REVISION ISSUE DATE

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ISSUED FOR:

ISSUED DATE:

21054

AUGUST 17, 2021

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DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY

OF THE DESIGN PROFESSIONAL. COPIES OF THE DRAWINGS

AND SPECIFICATIONS RETAINED BY THE CLIENT MAY BE

UTILIZED ONLY FOR HIS USE AND FOR OCCUPYING THE

PROJECT FOR WHICH THEY WERE PREPARED, AND NOT

FOR THE CONSTRUCTION OF ANY OTHER PROJECTS.

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RESPONSE TO

COMMENTS 11/2/20211

GENERAL NOTES

C-1

PROPERTY LINE

EASEMENT

PROPERTY CORNER REBAR

1' CONTOUR

5' CONTOUR

OVERHEAD ELECTRIC

NATURAL GAS

WATER SERVICE LINE

FIRE HYDRANT

WATER GATE VALVE

STORM SEWER

STORM CURB INLET

CONCRETE

ASPHALT

SANITARY SEWER

SANITARY MANHOLE

STORM MANHOLE

GRAVEL

UNDER GROUND TELEPHONE

UNDERGROUND TV CABLE

SANITARY SEWER CLEAN OUT

ELECTRIC METER

BENCHMARK

MARK SET IN CONCRETE

WATER SHUT OFF

FITTINGS

WATER LINE

SQUARE STORM INLET

TRENCH DRAIN

STANDARD CURB & GUTTER

EXISTING PROPOSED

ELECTRIC PEDESTAL

TELEPHONE PEDESTAL

SPOT ELEVATION

TV CABLE PEDESTAL

FIBER OPTIC

TOP OF FINISH GRADE

TOP OF SUBGRADE

RIP RAP

LIMITS OF DISTURBANCE

REMOVALS

FORCE MAIN

LIGHT POLE

SIGN

POST / BOLLARD

ELECTRIC OUTLET POST

COMMUNICATIONS VAULT

BUILDING

PROPERTY BOUNDARY

11.25 22.5 45 90 TEE

WYEREDUCERPLUG

CROSS

DRAINWAY

BORE LOCATION

24XX.XX XX

TOP OF CONCRETE

TOP OF ASPHALT

TOP OF GRAVEL

INVERT

TOP BACK OF CURB

FG

SG

CS

AS

GS

INV

TC

FLFLOWLINE

STORM SEWER MANHOLE

CENTERLINE OF ROADWAY

OR

GAS METER

WATER METER

ADA TRUNCATED DOMES

WARNING PANEL

HANDICAP SYMBOL

OR

BUILDING SETBACK

RIGHT OF WAY LINE

POWER POLE

GENERAL NOTES

1. ALL IMPROVEMENTS SHOWN ON THESE CONSTRUCTION DRAWINGS

SHALL BE IMPLEMENTED IN ACCORDANCE WITH CITY OF KINGMAN,

MAG AND ADOT SPECIFICATIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND

OBTAINING ALL NECESSARY PERMITS, COMPLYING WITH ALL TERMS

AND CONDITIONS IMPOSED BY THE PERMITTING.

3. FLOOD STATEMENT: ACCORDING TO FLOOD INSURANCE RATE MAP NO.

04015C4558H DATED FEBRUARY 18, 2015 FOR CITY OF KINGMAN AND

MOHAVE COUNTY, ARIZONA, THIS PROPERTY IS WITHIN "SHADED ZONE

X" AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA.

4. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO

EACH OF THE FOLLOWING AGENCIES PRIOR TO START OF

CONSTRUCTION:

CITY OF KINGMAN (WASTEWATER) - (928) 757-7467

CITY OF KINGMAN (WATER) - (866) 757-7467

SUDDENLINK (CABLE) - (844) 874-7558

FRONTIER COMMUNICATION (TELEPHONE) - (928) 718-6871

UNISOURCE ENERGY SERVICES (ELECTRIC) - (877) 837-4968

UNISOURCE ENERGY SERVICES (GAS) - (877) 837-4968

5. PRIOR TO BIDDING THE WORK AND/OR START OF CONSTRUCTION, THE

CONTRACTOR SHALL THOROUGHLY SATISFY HIMSELF AS TO ACTUAL

SITE CONDITIONS AND EARTHWORK QUANTITIES. NO CLAIM SHALL ME

MADE AGAINST THE DESIGN ENGINEER FOR ANY EXCESS OR

DEFICIENCY THEREIN, ACTUAL, OR RELATIVE.

6. THE DESIGN ENGINEER SHALL NOT BE RESPONSIBLE FOR

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR

PROCEDURES FOR SAFETY PRECAUTIONS OR PROGRAMS UTILIZED IN

CONNECTION WITH THE WORK, AND WILL NOT BE RESPONSIBLE FOR

THE CONTRACTOR'S FAILURE TO EXECUTE THE WORK IN

ACCORDANCE WITH CONTRACT DOCUMENTS.

7. TOPOGRAPHIC INFORMATION HAS BEEN PROVIDED BY STOVALL LAND

SURVEYING. IF THE CONTRACTOR DOES NOT ACCEPT THE EXISTING

TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THE

CONTRACTOR SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHY

SURVEY BY A REGISTERED LAND SURVEYOR.

8. ALL APPLICABLE LOCAL, STATE, AND NATIONAL SAFETY CODES AND

REQUIREMENTS SHALL BE OBSERVED BY THE CONTRACTOR AT ALL

TIMES DURING CONSTRUCTION.

9. THE CONTRACTOR SHALL EXERCISE CAUTION AND USE

CONSTRUCTION TECHNIQUES TO PROTECT AND PRESERVE EXISTING

PERMANENT SURVEY MONUMENTS. ALL MONUMENTS DISTURBED

SHALL BE REPLACED AND/OR REHABILITATED IN ACCORDANCE WITH

STANDARDS BY A PROFESSIONAL LAND SURVEYOR AT THE

CONTRACTOR'S EXPENSE.

10. EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE MANNER ONLY.

CONTRACTORS SHALL VERIFY SIZE, LOCATION, MATERIAL, AND

ELEVATION OF ALL UNDERGROUND UTILITIES, WHETHER OR NOT

SHOWN ON THE DRAWINGS, AS NECESSARY TO ACCOMMODATE

PROPOSED CONSTRUCTION.

11. THE CONTRACTOR SHALL KEEP SUITABLE EQUIPMENT AT THE JOB

SITE FOR MAINTAINING DUST CONTROL AND SHALL CONTROL DUST AS

DIRECTED BY THE OWNERS REPRESENTATIVE AND CITY OR COUNTY

INSPECTORS.

12. NO PROJECT WILL BE CONSIDERED COMPLETE UNTIL ALL CLEAN-UP IS

COMPLETE INCLUDING BUT NOT LIMITED TO CURBS, PAVEMENTS AND

SIDEWALKS BEING SWEPT CLEAN OF AL DIRT AND DEBRIS.

13. ANY WORK AND MATERIAL NOT IN CONFORMANCE WITH THE PLANS

AND SPECIFICATIONS IS SUBJECT TO REMOVAL AND REPLACEMENT

AT THE CONTRACTORS EXPENSE.

14. ALL TRAFFIC CONTROL SHALL BE INSTALLED ACCORDING TO THE

GOVERNING AUTHORITIES REQUIREMENTS AND THE LATEST EDITION

OF THE MUTCD. ALL TRAFFIC CONTROL DEVICES SHALL BE

MAINTAINED FOR THE DURATION OF THE WORK. ALL DEVICES SHALL

BE IN GOOD REPAIR AND MEET THE PERFORMANCE REQUIREMENTS

OF THE MUTCD.

15. NO CHANGES TO THE SET OF IMPROVEMENT PLANS APPROVED FOR

CONSTRUCTION WILL BE ALLOWED UNLESS WRITTEN PERMISSION IS

OBTAINED FROM THE ENGINEER OF RECORD OR OWNER AND

PROPOSED CHANGES SUBMITTED TO CITY OF KINGMAN FOR REVIEW

AND RE-ACCEPTANCE.

16. ANY DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY

BROUGHT TO THE ATTENTION OF THE OWNER BEFORE COMMENCING

WORK. NO FIELD CHANGES OR DEVIATIONS FROM THE APPROVED

PLANS ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER

AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE

GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER

WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED

ITEM.

17. REMOVAL AND REPLACEMENT QUANTITIES ARE APPROXIMATE AND

ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND

ACCURACY OF A DETAILED ESTIMATE BASED ON THESE PLANS,

CURRENT CODES AND SITE VISITS.

18. THE ENGINEER AND APPLICABLE AGENCY MUST APPROVE, PRIOR TO

CONSTRUCTION, ANY ALTERATION OR VARIANCE FROM THESE PLANS.

ANY VARIATIONS FROM THESE PLANS SHALL BE PROPOSED ON

CONSTRUCTION FIELD PRINTS AND TRANSMITTED TO THE ENGINEER.

19. THE ENGINEER HAS NOT BEEN RETAINED BY THE OWNER TO PROVIDE

AS-BUILT SERVICES. THE CONTRACTOR SHALL PROVIDE THE

APPROPRIATE PROFESSIONAL TO PROVIDE ALL NECESSARY AS-BUILT

INFORMATION TO ENABLE ALL FINAL APPROVALS, INSPECTIONS, AND

CERTIFICATES FROM ALL NECESSARY JURISDICTIONS.

20. NOTHING CONTAINED IN THE CONTRACT DOCUMENTS SHALL CREATE,

NOR SHALL BE CONSTRUED TO CREATE ANY CONTRACTUAL

RELATIONSHIP BETWEEN THE DESIGN ENGINEER AND THE

CONTRACTOR OR ANY SUBCONTRACTOR.

21. THE PROJECT IS DESIGNED ON LOCAL COORDINATE SYSTEM.

SITE EARTHWORK NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY

CLEARING, STRIPPING, GRUBBING, TREE MOVES, AND STUMPING

WITHIN AREAS OF NEW IMPROVEMENTS. ALL CLEARING AND WASTE

MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF

LEGALLY AT CONTRACTORS EXPENSE. THE CONTRACTOR SHALL

DETERMINE OF MATERIAL TO BE REMOVED, SUCH AS TREES, STUMPS,

AND STRIPPING. ALL TREES AND NATURAL VEGETATION OUTSIDE OF

CLEARING LIMITS SHALL BE RETAINED AND PROTECTED. AREAS

UNDERLYING STRUCTURAL IMPROVEMENTS INCLUDED, BUT NOT

LIMITED TO PAVEMENT, CURB, AND SIDEWALK SHALL BE STRIPPED OF

6-INCES OF EXISTING MATERIAL OR AS DETERMINED BY THE

ENGINEER.

2. ALL EXCESS EXCAVATED CUT MATERIAL SHALL BE STOCKPILED ON

SITE AS DIRECTED BY THE ENGINEER. ANY STOCKPILED MATERIAL

FROM EXCAVATION SHALL BE REMOVED FROM CITY RIGHT-OF-WAY,

EASEMENTS, AND DRAINAGE WAYS.

3. AN ON-SITE GRADING PERMIT IS REQUIRED.

4. A SEPARATE PERMIT IS REQUIRED FOR ANY OFF-SITE

CONSTRUCTION.

5. STAKING PAD AND/OR FINISHED FLOOR ELEVATIONS ARE THE

RESPONSIBILITY OF THE DEVELOPER. IN A CRITICAL DRAINAGE AREA

(FEMA ZONES A, AO, AH, A1-A33, AND A99). CERTIFICATION OF THE

FINISHED BUILDING FLOOR OR STEM WALL ELEVATION SHALL BE

SUBMITTED AND APPROVED PRIOR TO ANY VERTICAL

CONSTRUCTION, IN NON CRITICAL AREAS, THE ENGINEER WILL

SUBMIT CERTIFICATIONS OF CONSTRUCTED BUILDING PAD

ELEVATIONS PRIOR TO THE CITY'S ACCEPTANCE OF PROJECT.

6. THE CONTRACTOR SHALL COMPLY WITH THE STORM WATER

POLLUTION PREVENTION PLAN PREPARED IN ACCORDANCE WITH THE

CITY'S GENERAL AZPDES STORM WATER PERMIT REQUIREMENTS.

7. THE GRADING CONTRACTOR SHALL DESIGNATE THE LOCATION FOR

WASTING SPOIL MATERIALS AND A LETTER FROM THE OWNER GIVING

PERMISSION FOR SAID DISPOSAL PRIOR TO STARTING ON-SITE

CONSTRUCTION.

8. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND CONFIRMING

DEPTH OF ALL THE EXISTING UTILITY LINES WITHIN PROPOSED

RETENTION BASIN AREAS. IF THE BASIN CANNOT BE CONSTRUCTED

PER PLAN AS A RESULT OF CONFLICT WITH UNDERGROUND UTILITIES,

THE CONTRACTOR SHALL CONTACT THE CITY AND DESIGN ENGINEER

AND REQUEST MODIFICATION OF THE BASIN DESIGN.

9. THIS SET OF PLANS HAS BEEN REVIEWED FOR COMPLIANCE WITH

CITY REQUIREMENTS PRIOR TO ISSUANCE OF CONSTRUCTION

PERMITS AND SHALL BE KEPT AT THE CONSTRUCTION SITE, SUCH

REVIEW SHALL NOT PREVENT THE CITY FROM REQUIRING

CORRECTION OF ERRORS IN PLANS WHICH ARE FOUND TO BE IN

VIOLATION OF ANY LAW OR ORDINANCE.

10. THE CONTRACTOR IS HEREBY ADVISED THAT NO PERSON SHALL USE

ANY MECHANICAL EQUIPMENT FOR LAND LEVELING OR CLEARING,

ROAD CONSTRUCTION, TRENCHING, EXCAVATING, DEMOLITION OR

ENGAGE IN ANY EARTHMOVING ACTIVITY WITHOUT FIRST OBTAINING

A PERMIT.

11. PRIOR TO THE CONTRACTOR REQUESTING A FINAL GRADING

INSPECTION, THE SOILS ENGINEER MUST PROVIDE A SEALED LETTER

TO THE BUILDING DEPARTMENT STATING THAT ALL CONDITIONS OF

THE GEOTECHNICAL REPORT HAVE BEEN COMPLIED WITH.

STORMWATER RUNOFF MANAGEMENT

1. THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR

AUTHORIZED AGENTS SHALL EACH DAY REMOVE ALL SEDIMENT, MUD,

CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT

MAY HAVE BEEN DISCHARGED TO, OR ACCUMULATED IN, THE PUBLIC

RIGHTS OF WAY OF CITY OF KINGMAN AS A RESULT OF

CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE

DEVELOPMENT OR CONSTRUCTION PROJECT. SUCH MATERIALS

SHALL BE PREVENTED FROM ENTERING THE STORM SEWER SYSTEM.

2. ADDITIONAL CONSTRUCTION SITE DISCHARGE BEST MANAGEMENT

PRACTICES MAY BE REQUIRED OF THE OWNER AND HIS OR HER

AGENTS DUE TO UNFORESEEN EROSION PROBLEMS OR IF THE

SUBMITTED PLAN DOES NOT MEET THE PERFORMANCE STANDARDS

SPECIFIED IN CONSTRUCTION SITE BEST MANAGEMENT PRACTICES

GUIDANCE MANUAL.

3. TEMPORARY OR PERMANENT STABILIZATION PRACTICES WILL BE

INSTALLED ON DISTURBED AREAS AS SOON AS POSSIBLE AND NOT

LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT

PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.

SOME EXCEPTIONS MAY APPLY; REFER TO ARIZONA STORMWATER

GENERAL PERMIT FOR CONSTRUCTION ACTIVITY.

4. AT A MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL

DISTURBED AREAS, AREAS USED FOR STORAGE OF MATERIALS AND

EQUIPMENT THAT ARE EXPOSED TO PRECIPITATION, VEHICLE

ENTRANCE AND EXIT LOCATIONS, AND ALL BMPs WEEKLY, AND WITHIN

24 HOURS AFTER ANY RAIN EVENT OF 0.5 INCHES OR GREATER. THE

CONTRACTOR OR HIS AGENT SHALL UPDATE OR MODIFY THE

STORMWATER POLLUTION PREVENTION PLAN AS NECESSARY. SOME

EXCEPTIONS TO WEEKLY INSPECTIONS MAY APPLY, SUCH AS

SUSPENSION OF LAND DISTURBANCE ACTIVITIES. REFER TO THE

ARIZONA STORMWATER GENERAL PERMIT FOR CONSTRUCTION

ACTIVITIES.

5. ACCUMULATED SEDIMENT IN BMPs SHALL BE REMOVED WITHIN SEVEN

DAYS AFTER A STORMWATER RUNOFF EVENT OR PRIOR TO THE NEXT

ANTICIPATED STORM EVENT, WHICHEVER IS EARLIER. SEDIMENT

MUST BE REMOVED WHEN THE BMP DESIGN CAPACITY HAS BEEN

REDUCED BY 50 PERCENT OR MORE.

SEWER NOTES

1. ALL WATER AND SEWER LINE SEPARATION FORM MAINS SHALL

CONFORM TO CITY OF KINGMAN, MAG, AND ARIZONA DEPARTMENT OF

ENVIRONMENTAL QUALITY STANDARDS AND SPECIFICATIONS FOR

SEWER DESIGN.

2. THE SEWER COLLECTION SYSTEM SHALL BE TESTED IN ACCORDANCE

WITH CITY OF KINGMAN PROCEDURES MANUAL AND ARIZONA

DEPARTMENT OF ENVIRONMENTAL QUALITY, WHICHEVER IS MORE

STRINGENT.

3. ALL SANITARY GRAVITY PIPE SHALL BE POLYVINYL CHLORIDE (PVC)

SDR 35, IN ACCORDANCE WITH CITY OF KINGMAN PROCEDURES

MANUAL. TESTING IN ACCORDANCE WITH THE ARIZONA DEPARTMENT

OF ENVIRONMENTAL QUALITY BULLETIN NO. 11 AND CITY OF KINGMAN

SPECIFICATIONS.

4. THE CONTRACTOR SHALL INSTALL SEWER SERVICES AWAY FROM

ANY NATURAL OR PLANNED DRAINAGE WAYS.

5. ALL SEWER MANHOLES SHALL BE 48" DIAMETER PRECAST CONCRETE

PER CITY OF KINGMAN SPECIFICATIONS.

6. MANHOLE CONSTRUCTION AND FRAME AND COVER ADJUSTMENTS

ARE TO BE IN ACCORDANCE WITH CITY OF KINGMAN SPECIFICATIONS.

MINIMUM ADJUSTMENT SHALL BE 4 INCHES; MAXIMUM SHALL BE 12

INCHES.

7. SEWER LATERAL INSTALLATION SHALL CONFORM TO CITY OF

KINGMAN SPECIFICATIONS AND MAG. CONTRACTOR SHALL FIELD

VERIFY FINAL LOCATIONS.

8. SEWER FORCE MAIN INSTALLATION SHALL CONFORM TO CITY OF

KINGMAN SPECIFICATIONS AND MAG SPECIFICATIONS.

9. IF THERE ARE NO ANGLES INDICATED AT SEWER INTERSECTIONS, THE

ANGLES ARE EITHER 90° OR 180°.

10. A 3' MINIMUM COVER SHALL BE PROVIDED FROM FINISH GRADE TO

TOP OF ALL SEWER LINES. TRENCH & BEDDING SHALL BE PER CITY OF

KINGMAN SPECIFICATIONS AND MAG.

SEWER TESTING NOTES

1. CONTRACTOR SHALL PERFORM TESTING ON ALL SANITARY MAINS AND

LATERALS (FROM MAIN LINE TO PROPERTY LINE) AS FOLLOWS:

PRESSURE TESTING, MANDREL TESTING, LAMPING, AND VIDEO

INSPECTION. TESTING SHALL BE IN ACCORDANCE WITH THE ARIZONA

DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF KINGMAN

AND MAG SPECIFICATIONS.

2. ALL GRAVITY AND LOW-PRESSURE PIPELINES SHALL BE INSPECTED

VIA CLOSED CIRCUIT TV. CONTRACTOR SHALL VIDEO INSPECT ALL

PIPELINE INTERIORS OF THE SEWER LINE. ALL PIPELINES SHALL BE

CLEANED, PRESSURE TESTED, AND MANDREL TESTED PRIOR TO

VIDEO INSPECTION. CONTRACTOR SHALL SUPPLY ENGINEER/OWNER

WITH VIDEOS PRIOR TO PLACING THE NEW SEWER LINE IN SERVICE.

TESTS IN ACCORDANCE WITH CITY OF KINGMAN AND MAG

SPECIFICATIONS.

WATER NOTES

1. ALL PIPE USED FOR WATER MAINS SHALL BE AWWA C151 DUCTILE

IRON PIPE CLASS 350 CEMENT LINED PER AWWA C-104 OR PVC AS

SPECIFIED IN AWWA C-900. C-900 PIPE SHALL BE CLASS 305 DR 14

MINIMUM. SERVICE LINE SHALL BE COPPER PIPE AND FITTINGS ASTM

B88 TYPE K. ALL DUCTILE IRON MAINS AND COPPER SERVICES SHALL

BE SLEEVED 8 MILS BLACK LOW DENSITY POLYETHYLENE TUBING.

2. DUCTILE IRON PIPE AND FITTINGS USED IN FIRE HYDRANT

INSTALLATION SHALL BE CEMENT MORTAR LINED, STANDARD

THICKNESS AND BITUMINOUS COATED AND POLYWRAPPED IN

ACCORDANCE WITH CITY OF KINGMAN AND MAG SPECIFICATIONS.

HYDRANTS SHALL BE MUELLER CENTURION, WATEROUS PACER,

CLOW MEDALLION, EAST JORDAN 5CD250, AMERICAN AVK SERIES 2700

OR APPROVED EQUAL.

3. ALL VALVES SHALL CONFORM TO CITY OF KINGMAN AND MAG

SPECIFICATIONS. ALL VALVES SHALL BE INSTALLED WITH THRUST

BLOCKS PER MAG DETAIL 301.

4. ALL WATER PIPE, FITTINGS AND VALVES SHALL BE NSF/ANSI

STANDARD 61 CERTIFIED.

5. ALL WATER VALVE BOX TYPES TO BE INSTALLED PER CITY OF

KINGMAN AND MAG SPECIFICATIONS AND DETAILS.

6. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH

ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING

BULLETIN NO. 8, "DISINFECTION OF WATER SYSTEMS," OR CITY OF

KINGMAN AND MAG SPECIFICATIONS WHICHEVER IS MORE

STRINGENT.

7. WATER MAINS SHALL BE SUBJECT TO A PRESSURE AND LEAKAGE

TESTING IN ACCORDANCE WITH AWWA C-900 STANDARD, OR CITY OF

KINGMAN SPECIFICATIONS OR MAG SPECIFICATIONS WHICHEVER IS

MORE STRINGENT.

8. A 3' MINIMUM COVER SHALL BE PROVIDED FROM FINISH GRADE TO

TOP OF WATER LINES. TRENCH & BEDDING SHALL BE PER CITY OF

KINGMAN AND MAG SPECIFICATIONS.

9. ALL FACILITIES AND QUALITY OF CONSTRUCTION ARE SUBJECT TO

THE APPROVAL AND ACCEPTANCE OF CITY OF KINGMAN.

10. ALL SPECIFICATIONS SHALL BE SUBJECT TO THE INTERPRETATION OF

THE BUILDING DEPARTMENT OF THE CITY OF KINGMAN. ALL

MATERIALS USED SHALL BE SUBMITTED TO THE ENGINEER OF

RECORD FOR APPROVAL. THE CONTRACTOR SHALL OBTAIN WRITTEN

APPROVAL FROM THE ENGINEER OF RECORD AND/OR CITY OF

KINGMAN OF MATERIALS ACCEPTANCE PRIOR TO INSTALLATION.

3. ALL GRAVITY AND LOW-PRESSURE PIPELINES INSTALLED SHALL BE

TESTED FOR DEFLECTION. TEST SHALL BE PERFORMED IN

ACCORDANCE WITH CITY OF KINGMAN AND MAG SPECIFICATIONS.

4. CONTRACTOR SHALL PERFORM LOW PRESSURE AIR TESTING ON ALL

PVC SANITARY SEWER PIPELINES. PERFORM AIR TESTS PER ASTM

F1417 AND IN ACCORDANCE WITH CITY OF KINGMANAND MAG

SPECIFICATIONS.

5. ALL MANHOLES SHALL BE TESTED BY EXFILTRATION OR VACUUM TEST

PER A.A.C. R18-9-E301 D.3.f

WATER SEWER SEPARATION NOTES

1. WATER AND SEWER MAINS SHALL BE SEPARATED IN ORDER TO

PROTECT PUBLIC WATER SYSTEMS FROM POSSIBLE CONTAMINATION.

SEPARATION REQUIREMENTS ARE AS FOLLOWS:

2. A WATER MAIN SHALL NOT BE PLACED WITHIN SIX (6) FEET

HORIZONTAL DISTANCE ON EITHER SIDE OF THE SEWER MAIN AND

SHALL NOT BE PLACED BELOW OR LESS THAN TWO (2) FEET ABOVE

THE TOP OF A SEWER MAIN UNLESS EXTRA PROTECTION IS

PROVIDED.

3. EXTRA PROTECTION SHALL CONSIST OF CONSTRUCTING THE SEWER

MAIN WITH MECHANICAL JOINT DUCTILE IRON PIPE OR WITH

SLIP-JOINT DUCTILE IRON PIPE IF JOINT RESTRAINT IS PROVIDED.

ALTERNATE EXTRA PROTECTION SHALL CONSIST OF ENCASING BOTH

THE WATER AND SEWER MAINS IN AT LEAST SIX (6) INCHES OF

CONCRETE FOR AT LEAST TEN (10) FEET BEYOND THE AREA OF

CROSSING.

4. A WATER MAIN SHALL NOT BE PLACED WITHIN TWO (2) FEET

HORIZONTALLY AND TWO (2) FEET BELOW THE SEWER MAIN.

5. NO WATER PIPE SHALL PASS THROUGH OR COME INTO CONTACT

WITH ANY PART OF A SEWER MANHOLE. THE MINIMUM HORIZONTAL

SEPARATION BETWEEN WATER MAINS AND MANHOLES SHALL BE SIX

(6) FEET, MEASURED FROM THE CENTER OF THE MANHOLE.

6. MANHOLE CONSTRUCTION AND FRAME AND COVER ADJUSTMENTS

ARE TO BE IN ACCORDANCE WITH CITY OF KINGMAN SPECIFICATIONS

AND MAG SEWER DESIGN STANDARDS AND SPECIFICATIONS.

MINIMUM ADJUSTMENT SHALL BE 4 INCHES; MAXIMUM SHALL BE 12

INCHES.

7. THE MINIMUM SEPARATION BETWEEN FORCE MAINS OR PRESSURE

SEWERS AND WATER MAINS SHALL BE TWO (2) FEET VERTICALLY AND

SIX (6) FEET HORIZONTALLY UNDER ALL CONDITIONS. WHERE A

SEWER FORCE MAIN CROSSES ABOVE OR LESS THAN SIX (6) FEET

BELOW A WATER LINE, THE SEWER MAIN SHALL BE ENCASED IN AT

LEAST SIX (6) INCHES OF CONCRETE FOR TEN (10) FEET ON EITHER

SIDE OF THE WATER MAIN.

WATER NOTES

11. ALL FITTINGS AND VALVES MUST BE RESTRAINED PER

MANUFACTURER SPECIFICATIONS AND AS APPROVED BY THE

ENGINEER OF RECORD.

12. EXISTING BERMUDA WATER COMPANY SYSTEM VALVES SHALL NOT BE

OPERATED BY ANYONE OTHER THAN THE CITY OF KINGMAN

PERSONNEL.

13. THE CONTRACTOR SHALL INSTALL WATER SERVICES AWAY FROM

ANY NATURAL OR PLANNED DRAINAGE WAYS.

14. ALL WATER LINE COMPONENTS SHALL COMPLY WITH ARIZONA

DEPARTMENT OF ENVIRONMENTAL QUALITY REGULATIONS R-18-4-119.

15. WATER SERVICE SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF

KINGMAN AND MAG STANDARD DETAILS AND SPECIFICATIONS.

CONTRACTOR SHALL FIELD VERIFY FINAL LOCATIONS.

16. MECHANICAL PIPE RESTRAINTS MAY BE USED IN LIEU OF THRUST

BLOCKS: PIPE RESTRAINT LENGTH TABLE:

For B id Only

05/05/2025

ARCHITECT OF RECORD

SHEET TITLE:

(928) 855-6544

PLANNING

ARCHITECTURE &

SHEET NO.

INC.

ASSOCIATES

SELBERG

2130 MESQUITE AVE. | SUITE 204

LAKE HAVASU CITY | ARIZONA | 86403

PROGRESS SET

PR

OJ

EC

T N

AM

E:

PROJECT NO.

SEAL

REVISION ISSUE DATE

VE

TE

RA

NS

CO

UN

CIL

PA

TIO

RE

MO

DE

L

ISSUED FOR:

ISSUED DATE:

21054

AUGUST 17, 2021

AP

N

T

RA

CT

: B

LO

CK

: L

OT

DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY

OF THE DESIGN PROFESSIONAL. COPIES OF THE DRAWINGS

AND SPECIFICATIONS RETAINED BY THE CLIENT MAY BE

UTILIZED ONLY FOR HIS USE AND FOR OCCUPYING THE

PROJECT FOR WHICH THEY WERE PREPARED, AND NOT

FOR THE CONSTRUCTION OF ANY OTHER PROJECTS.

5 E

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A 8

RESPONSE TO

COMMENTS 11/2/20211

5' 0' 2.5' 5' 10'

GENERAL NOTES

1. CONTACT ARIZONA ONE CALL AT (800) STAKE-IT OR 811 PRIOR TO

START OF ANY EXCAVATION FOR LOCATIONS OF BURIED UTILITIES.

THE LOCATIONS OF ANY AND ALL UNDERGROUND UTILITIES SHOWN

ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT

LIMITED TO, MANHOLES, INLETS, AS-BUILT MAPS, AND MARKS MADE

ON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE.

THERE MAY BE UNDERGROUND UTILITIES, WHETHER IN SERVICE OR

ABANDONED, FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE

OR FOR WHICH THE ABOVE GROUND EVIDENCE WAS NOT

OBSERVED. FURTHERMORE, THE UTILITIES MAY NOT BE IN THE

EXACT LOCATIONS SHOWN ON THESE PLANS. THE CONTRACTOR

SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF UTILITIES AND

TOPOGRAPHIC FEATURES PRIOR TO THE START OF CONSTRUCTION.

ANY AND ALL DAMAGES THAT MAY OCCUR FROM THE

CONTRACTOR'S FAILURE TO EXACTLY LOCATE ANY AND ALL

UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF

ANY DISCREPANCIES OR VARIANCES TO THE PLANS ARE FOUND.

2. SEE ARCHITECTURAL/FOUNDATION CONSTRUCTION PLANS FOR ALL

ACTUAL BUILDING DIMENSIONS. DIMENSIONS SHOWN ON CIVIL SITE

PLAN ARE APPROXIMATE.

EXISTING CONDITIONS

C-2

REMOVAL NOTES

R1. REMOVE EXISTING CURB TO THE NEAREST JOINT.

R2. REMOVE EXISTING SIDEWALK TO THE NEAREST JOINT.

R2

For B

3359.15 CS 3359.35 CS

3359.02 CS3358.87 CS

3358.68 CS

3358.75 CS

3358.58 CS

3358.35 CS

3358.28 CS

3358.18 CS

3358.18 CS

3358.18 CS

3358.18 CS3357.87 CS

3357.87 CS

3356.66 CS

3356.60 CS

3356.37 CS

3356.52 CS

3357.58 CS

3357.38 CS

3357.59 CS 3357.69 CS

3357.69 CS

3358.68 CS

3358.59 CS

3357.72 CS

3358.68 CS

3358.68 CS

3358.65 CS

3357.38 CS

3356.76 CS

3358.79 CS

3356.70 CS

ARCHITECT OF RECORD

SHEET TITLE:

(928) 855-6544

PLANNING

ARCHITECTURE &

SHEET NO.

INC.

ASSOCIATES

SELBERG

2130 MESQUITE AVE. | SUITE 204

LAKE HAVASU CITY | ARIZONA | 86403

PROGRESS SET

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E:

PROJECT NO.

SEAL

REVISION ISSUE DATE

VE

TE

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NS

CO

UN

CIL

PA

TIO

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L

ISSUED FOR:

ISSUED DATE:

21054

AUGUST 17, 2021

AP

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CT

: B

LO

CK

: L

OT

DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY

OF THE DESIGN PROFESSIONAL. COPIES OF THE DRAWINGS

AND SPECIFICATIONS RETAINED BY THE CLIENT MAY BE

UTILIZED ONLY FOR HIS USE AND FOR OCCUPYING THE

PROJECT FOR WHICH THEY WERE PREPARED, AND NOT

FOR THE CONSTRUCTION OF ANY OTHER PROJECTS.

5 E

OA

K S

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, A

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ON

A 8

RESPONSE TO

COMMENTS 11/2/20211

5' 0' 2.5' 5' 10'

GENERAL NOTES

1. CONTACT ARIZONA ONE CALL AT (800) STAKE-IT OR 811 PRIOR TO

START OF ANY EXCAVATION FOR LOCATIONS OF BURIED UTILITIES.

THE LOCATIONS OF ANY AND ALL UNDERGROUND UTILITIES SHOWN

ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT

LIMITED TO, MANHOLES, INLETS, AS-BUILT MAPS, AND MARKS MADE

ON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE.

THERE MAY BE UNDERGROUND UTILITIES, WHETHER IN SERVICE OR

ABANDONED, FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE

OR FOR WHICH THE ABOVE GROUND EVIDENCE WAS NOT

OBSERVED. FURTHERMORE, THE UTILITIES MAY NOT BE IN THE

EXACT LOCATIONS SHOWN ON THESE PLANS. THE CONTRACTOR

SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF UTILITIES AND

TOPOGRAPHIC FEATURES PRIOR TO THE START OF CONSTRUCTION.

ANY AND ALL DAMAGES THAT MAY OCCUR FROM THE

CONTRACTOR'S FAILURE TO EXACTLY LOCATE ANY AND ALL

UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF

ANY DISCREPANCIES OR VARIANCES TO THE PLANS ARE FOUND.

2. SEE ARCHITECTURAL/FOUNDATION CONSTRUCTION PLANS FOR ALL

ACTUAL BUILDING DIMENSIONS. DIMENSIONS SHOWN ON CIVIL SITE

PLAN ARE APPROXIMATE.

SITE PLAN

C-3

MATCH EXISTING

MATCH EXISTING

MATCH EXISTING

MATCH EXISTING

MATCH EXISTING

MATCH EXISTING

LANDSCAPE AREA

SEE ARCHITECTURAL

LANDSCAPE AREA

SEE ARCHITECTURAL

LA

N

D

SC

AP

E

AR

EA

SE

E

AR

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IT

EC

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ONE 6" STEP

For B