HomeMy WebLinkAboutPZ - Public Utility Plan CONTACT INFORMATION
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ENGINEER �O��,SI STE�
KM ENGINEERING, LLP
5725 NORTH DISCOVERY WAY
BOISE, IDAHO 83713
PHONE: (208) 639-6939 11
FAX: (208) 639-6930 N
CONTACT: KELLY KEHRER, P.E.
EMAIL: kelly@kmengllp.com OF
BOUNTIFUL COMMONS LOTS 1 4 UTILITIES LY Kl
2_1 _22
CITY OF MERIDIAN GENERAL NOTES MERIDIAN , IDAHO
STANDARD NOTES FOR REVISED MARCH 2O18
RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND CONSTRUCTION PLANS
COMMERCIAL PROJECTS
GENERAL CONSTRUCTION FEBRUARY., 2022 0 30 60 90
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDSJi
FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC o
(AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT VICINITY MAP
(ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY
OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS.
2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON Imo'
SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE
ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A "STOP WORK"
ORDER UNTIL THE SITUATION IS RESOLVED. W. CHINDEN BLVD
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT fl �H
ALL TIMES.
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4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE O
PRIOR TO START OF WORK.
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK W. PLAZA SHOPS DR.- N
IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. o w
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6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE - - - - -CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. PI PI PI PIIRR PI PIAR �
PI PI PI PI PI- 1 -
_ _ _ _ _ -PI PI PI PI PI PI PI PI PI PI z PRO CT
7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING - - - E - - - - - - - - - - - - - - - - _ _ _ _
AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH - - - - - - - - - - - - - - - - - - - - - - - - J KEW
CATION
PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN O z
GENERAL CONSTRUCTION NOTE N0. 1. I 0 -z co
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8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING 3 Z N� a -N.T.S-
TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. <Z o 25' CITY OF MERIDIAN LANDSCAPE
9. INSPECTION, APPROVAL, AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC 3 a ME J Q BUFFER PER TABLE 11-26-3 SHEET NOTES
WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR o
FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE �' a I w a� L I I a 1. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN z
DEQ/QLPE APPROVED CONSTRUCTION PLANS. o � AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN - _ _ 30' CITY OF MERIDIAN SEWER CL o m Y COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55
m I REGARDING UNDERGROUND FACILITIES DAMAGE
WRITING PRIOR TO CONSTRUCTION. 3�' AND WATER EASEMENT PER Q 10.
INST. N0. 2018-098357 w I a PREVENTION. THE CONTRACTOR SHALL CONTACT THE
a o o_ z 10' PUBLIC UTILITY, PROPERTY DRAINAGE, APPROPRIATE UTILITY COMPANIES OR DIGLINE
1 1. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL ,- o
PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT -z Ln PRESSURIZED IRRIGATION, AND LANDSCAPE (1-800-342-1585) FOR EXACT LOCATION A
LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. wv o w > EASEMENT PER BOUNTIFUL COMMONS I MINIMUM OF 48 HOURS PRIOR TO DIGGING.
r�91 I _j N w m SUBDIVISION (BK 115, PAGE 17336) I -
ROADWAY I 00 o w I a c�N I i LEGEND
a w -0I I O FOUND 1/2" REBAR
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY Ln
CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. a w OO 5/8" REBAR
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2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE cy I J N uj
1 I I `Q' FIRE HYDRANT
PIPE ZONE. (14 9
SSMH `_ rI ® WATER METER
WATER RIM = 2574.73 w a I l a wv
8" PVC (S) IE = 2571.04 I 3 INSTALL 17 LF 2" PE I pQ WATER VALVE
WATER SERVICE INSTALL 188 LF 2" PE O
1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO RULES FOR PUBLIC
s WATER SERVICE s SEWER MANHOLE LID
DRINKING WATER SYSTEMS IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN 8 1 2 6 IE 2572.53 IE 2573.53 6
GENERAL CONSTRUCTION NOT N0. 1.
0 SEWER CLEAN-OUT
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S Ll 2"W 2"W 2"W 2"W 2"W 2"W 2"W "W I RR w
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM - - - - - PRESSURE IRRIGATION VALVE
DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER 4 - -
MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION, INSTALL 34 LF 4" PVC - - PROPERTY BOUNDARY LINE J
( ) 5 2 2"W 2"W 2"W 2"W 2"N 2"W "W O7 I I a
THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC _ _ _ _ _ _ _ _ _ _ _ _ SEWER SERVICE @ 1.0%
DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 8 m 6 IE 2572.51 - IE 2573.87 I I - - ADJACENT BOUNDARY LINE
ASPHALT SAWCUT � IE 2573.51 6
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS 00 INSTALL 34 LF 4" PVC LOT LINE
SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE ( INSTALL 100 LF 4" PVC INSTALL 100 LF 4" PVC SEWER SERVICE ® 1.0% O
WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE - SEWER SERVICE ® 1.0% SEWER SERVICE ® 1.0% IE 2573.85 i i - - - - - - - - - EASEMENT LINE
CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS ,max
(IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). r � J I I - - SAWCUT LINE cz
4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A L - - 00 _ w w WATER LINE O
STORMWATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). I I a (n I
SSMH / w ow I s s SEWER LINE Q z
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS o 0
RIM = 2575.13 /
AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH �' W � z N N � PP POWER LINE � _
THE PUBLIC WORKS INSPECTOR. 8" PVC (N) IE = 2570.13 / 00 Q o z
8" PVC (SW) IE = 2570.03 / w / J o rn I J
/ r- I I PI PI PRESSURE IRRIGATION LINE Z
SEWER / / 3 �/ Z o
CIOa w a I - - EP EP EDGE OF PAVEMENT Z Q
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1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA s 0 z u- o_ EG EG EDGE OF GRAVEL O 0 J
58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. / / CL Q z Ln I 5
/ / o o I ASPHALT PAVEMENT
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM / w m Y
DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER / ,� F- -Q:m W
MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, o� I I a O
THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC / az c2 N zo U
DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). / m x z N UTILITY KEYNOTES
J 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS / / o NW o
0 / w cn m
SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 1. .
Qe o Of Q CONNECT 2" WATER SERVICE TO EXISTING 8" WATERMAIND
WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE / / o-w cn CONTRACTOR TO CONFIRM SIZE AND LOCATION OF L.L
CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS EXISTING WATERMAIN PRIOR TO CONSTRUCTION.
(IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). - - - L -
RR - - 0 R E� Et�� Es c E6 EG--�G EE IRR I 2. INSTALL 2" WATER METER PER ISPWC SD-402. Z
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE -pi Pi PI P PI P PI P PI P PIP PI PI P PI P r^ PIP PI P PIP PIP PEs p--�� PI API EPPI - pI Pp p P PI P PI P 0 3. CAP AND MARK PER ISPWC SD-512. PAINT BLUE. z
CROSSES A STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). - / �Q /�f E FogE 37 • �E 71 -
EO E9��v O
a / / ��' E 4. CONNECT TO EXISTING 8" SEWER MAIN AT IE 2571.53.
PRESSURIZED IRRIGATION / � / CONTRACTOR TO FIELD VERIFY SIZE, LOCATION, AND m
INVERT OF EXISTING SEWER MAIN PRIOR TO
1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS /
CONSTRUCTION.
BEING CONSTRUCTED. ,/ �b / I 5. CONNECT TO EXISTING 8" SEWER MAIN AT IE 2571.51.
2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND / / CONTRACTOR TO FIELD VERIFY SIZE, LOCATION, AND
THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL s I INVERT
NV RTROF EXISTING SEWER MAIN PRIOR TO
QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT.
DRAINAGE I / 6. INSTALL 4" CLEAN-OUT.
a I I 7. CAP AND MARK PER ISPWC SD-512.
1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT-OF-WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. I ( 8. MAINTAIN 18" VERTICAL SEPARATION BETWEEN
FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION POTABLE/NON-POTABLE MAINS AND SERVICES.
AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES CONTRACTOR TO INSTALL VERTICAL BENDS IN WATER
WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. MAIN/SERVICES IF NECESSARY.
9. SAWCUT ASPHALT PATCH BACK FROM EXISTING EDGE OF
PAVEMENT - SAWCUT AND PAVEMENT PATCH PER ISPWC
SD-301, SD-303, AND SD-806. CONSTRUCT ALL
PAVEMENT MATCHES (INCLUDING REPAIRS) WITHIN
MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS RIGHT TO MATCH THE EXISTING STREET
PAVEMENT
WAY SECTION.
1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON SITE, A COPY OF THE MOST CURRENT EDITION OF THE IDAHO STANDARDS
FOR PUBLIC WORKS CONSTRUCTION (ISPWC). bp 3T A N
2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL CONDITIONS IN cm, IpAN*
AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. Pubk
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3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.ora D%* &4araetruadan�upp3vmvnt�i�peai!!ca>�ana
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4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. E N G I N E E R I N G
■ . 5725 NORTH DISCOVERY WAY
5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE JOB SITE, IT BOISE, IDAHO 83713
COULD BE GROUNDS FOR A "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. r` PHONE(208)639-6939
kmengllp.com
DESIGN BY: HIH
DRAWN BY: HIH
CHECKED BY: KSK
■ DATE: 2/1/22
PROJECT: 21-224
VERTICAL DATUM
SHEET NO.
1. VERTICAL DATUM IS NAVD 88.
10 F 1