Loading...
PZ - Utility Specs. UTILITIES This Document, and the Concepts, Ideas and Design Incorporated herein FOR are an instrument of professional services and are the Property of ELnEFRBEFRFRY ESTATES S IJE3n V1 S ION Mason and Associates, Inc., therefore they are not be used r whole or part for any other project without the express Written Authorization GENERAL CONSTRUCTION of Mason and Associates, Inc. A PORTION OF BLOCKS 3 AND 4, F.A. NOURSE'S THIRD ADDITION, All construction shall conform to the 2017 edition of the Idaho Standards for Public Works Construction, the city of Meridian zo 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO A PART OF THE NW 1A SECTION 7, T. 3 N., R. 1 Es B.M., Supplemental Specifications, and the Applicable Irrigation District a STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL MERIDIAN, ADA COUNTY, IDAHO Standards. SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE REQUIREMENTS OF THE ADA COUNTY U HIGHWAY DISTRICT (ACHD) AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT 2021 LU 0 (ITD) WHERE APPLICABLE. IN CASE OF CONFLICT THE MORE STRINGENT OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE CITY 1 6 S8836'31"W- 2404.69' - - - WEBSITE). FAILURE TO HAVE A CURRENT COPY OF THE SUPPLEMENTAL SPECIFICATIONS ON SITE COULD - - - Qj - 1/4 coR BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 12 CP&F INST E FAIRVIEW AVE (PUBLIC) CP&F I7 SEC NST NO 113105589 NO 2016-000591 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED 'APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION I N8936'49"E ��_ ° I O - - - - - - - - -=x ---- -- - -x--- - -�,-x :---- �--- ,x -x -x---- Q CONFERENCE PRIOR TO START OF WORK. ' r _ --- j 1 972 95.38' BENT 1� � - _-UGP.--_128 � - - - 3.00�2604- 1 - - - - - - - - I ,I t 9''� �- 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION i N II 24.0oca OF THE WORK IS REQUIRED. ALL INSPECTIONS OF THE WORK OR MATERIALS REQUIRE A MINIMUM TWENTY I e 1 \ I I / 1 1 >< ° FOUR (24) HOUR NOTICE TO THE PROJECT INSPECTOR. i I 1 c; I ------Ucc------ ----x -- - - --------_ _ 71- ";fopN 0 10 20 40 O 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. �- I ucc---------------------ucc---------i-- i iop THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. i II IRRIGATION Scale: 1"=20' SNOISI/13?J 1 ar`o I _ II u, S S S I h,I PUMP CL I I I -- -SS--------- - - r- - - - - - -----------------SS---------------------SS---t--- alb C 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE Z I c APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, ; I i i M EXISTING SEWER 1 ss I 1 �M LEGEND C I I SERVICE TO CONNECT CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE I Q I I I I TO NEW SEWER MAIN II I I 1 SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 6o HOUSE GATE N I I N� SO FT 1 MM BENCHMARKZi CIL O I \ 3 0- - - - - - - - - 1 l! ."` QO FOUND 518" IRON PIN 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) , _ 2____ - W W �I 0 1 - T-- i 6.00 I, m BACKFILLING TRENCHES FOR PIPE, (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE, (D) i i m x- x--- / -�k-� I I o 1 ,i O FOUND 112" IRON PIN ro PLACING OF ASPHALT PAVING. I 3 I I --- N128' I FOUND PIPE/ STANDPIPE o m m `----------------EP----1 I 6.00 i ® Z U P 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER, SEWER AND PRESSURIZED IRRIGATION I N i ! i 1 �� f� N o 4 X FOUND CHISELED X (0 Q W a CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. N I ; j ; 6 I ,' j r___----- ---TOP-__ 26p4 `i D EXISTING STORM DRAIN MANHOLE W Z _ CL I > > N 24.00' FIRE LANE < 0 0 o v Q SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE I - I I I I I` `.x I I I I I 1 I 0 EXISTING TELEPHONE MANHOLE I WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQIQLPE APPROVED CONSTRUCTION s --�- �------ems.--f--�1-r S o I PLANS. RIM 2601.65' I j l -,F-F `�--------__Ep_____ a S 1 o I �� I I 3 0 EXISTING SANITARY SEWER MANHOLE L L M IE(24"") 2583.52' I I I __�J - S S I EXISTING I 1 C)" O O N - - - - - - - - -=,- = - , I 1 I d.►� ® EXISTING WATER VALVE > ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY IE(8"") 2584.43' I ��-r __ I�/ I l POND 2 I I� 00 c 2- 10. o i 14I -- - EP---� 4.0o IS'S ' ` o s,ss8 ' I N N" wM EXISTING WATER METER a APPROVAL IN WRITING PRIOR TO CONSTRUCTION. I I �- 1 ' ° I �, o m z 1 I o o SO FT RIM 2603.1#7' 1 w I 1 y I REPLACE EXISTING I 3 rn I <" do 1 IE(8) 259t.65' I (n. Bx EXISTING ELECTRIC BOX a o I I I I I I I CLEAN OUT WITH 11 I I �� 1 1 cis o 0 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN I I i NEW MANHOLE \ s E J a EXISTING ELECTRIC METER ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY -fly SD-f- SD -----=::3-SD- I S 1 II 2603 26o1 DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING �1 HOUSE I I - --- *-- SS------ EXISTING FIRE HYDRANT �- FROM THE CITY ENGINEER. i Eex _ __ ___ � o - --- ----ss----------L- -2so2 I � o -- SS---- - �- - a - - - - - - - `T �603 - T - cn rHSE ED X IN WEST SIDE RIM Y�� 4.0o EXISTING MAILBOX EXISTING SEWER 128''-- I OF SSMH ON EAST SIDE OF P 12. CONTRACTOR RESPONSIBLE TO CALL DIGLINE PRIOR TO BEGINNING WORK (208)342-1585 OR 811. I I (�1 o SERVICE TO CONNECT 4.00 - - - - I v� PROPERTY AND 93' SOUTHNE EXISTING LIGHT POLE 1 i j a I o TO NEW SEWER MAIN t I 1 Vi ° NAVD 88 FROM GEOID OF NORTH PROPERTYSMART BO EXISTING BLOW OFF I 1 I I l i 1 cn Z 1 I I I NET EL= 2603.84' I I III ®o PROPOSED BLOW OFF (�� � I I I I M I J 1 1 ?603 SEWER i 1 i ,I I I 1 I I ® CATCH BASIN LLJ ij 3 cc cn 1 1 I I toPls © EXISTING POWER POLE O u 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER I I I 11 ss 14347 co EXISTING CLEAN OUT RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL I O CONSTRUCTION NOTE NO. 1. ,� ILLEGIBLE I 1 I N SS LO sa sT 1 ® EXISTING TELEPHONE RISER RIM 2601.49' I I j j 1 I I EXISTING STUMP 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS IE(24) 2583.87' I I 10 1 I I � I I � EXISTING DECIDUOUS TREE I (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE I I III I I I I IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH 1 1 11 ti6°5 I 1 _ _ _ _ _ _ _ _ _ _ _ - - - 1 PROPOSED SEWER MANHOLE LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED I I I 1 it I ^� r - - - - - - - s.00 1 0 DIRECTION OF FLOW IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS i I II W I rye° 128' 1 i �_oo TOPOGRAPHIC CONTOUR (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 1 11 1 o s.00 1 I U I I Bxl I I I 3 _SS 1 � �-� LINE OF EXISTING GROUND - - - - - - - - - - - - 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR m j 1 E 1 ---sS ---- ------ ss ------ N - - PROPERTY BOUNDARY LINE --- ------ 1 POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A 1 I a ex SECTION LINE POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) o TaM #1 I 26°� ti6 - - - - - - - EASEMENT LINE U I I of I CHISELED X AT SOUTH END BACK INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH I Q I iz)�l OF SIDEWALK FOR ACCOUNT SERV I 1 I i -------EP•------ EXISTING EDGE OF PAVEMENT O 1 , 1 1 CPA'S NAVD 88 FROM GEOID I I I I SAS � � � � SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND 1 1 x ____ In 00 1 � I �I !� SMART NET EL= 2603.07' 26 24.00 4 1 I ---s------- EXISTING SEWER MAIN 7 SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). Z �I ( � °3 8,os2 I ; s's I N II -------SS------- EXISTING SEWER SERVICE Q \ I \ M cc 95.38' S 1 i so FT 1 ,�' iI -------x------- EXISTING FENCE °� 0 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE 1 1 Q T1� P S89'36'49"W �� i ------oHP------ EXISTING OVERHEAD POWER 41 Q SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE I 1 W X - - - - - - I rr^^ 95' -PLS _ - -I- 1 V I __-CEP ____ ,-�,, I II ------ucP------ EXISTING UNDERGROUND POWER z �} a � SWALES). 1 z o P �'I 1 1 ____ ------ ------ 3 4347 �� N I1 EP-- __-_- 1 - � F,o, 1 ucc EXISTING UNDERGROUND GAS W 0 Q 0 -----w ;-- ------j' w--�- W°tiA. W - P 1 - - I x ------ucT------ EXISTING UNDERGROUND TELEPHONE v J (0 Z �N.. T 11 �602 FIRE LANE .' - - - - - - - -'� - - - - - - - - - I 11 �� 24.00' i 223' 1-X----------X-----3.00---- - -, - - - - - - - -X -------SD------- EXISTING STORM DRAIN ----------- WA TER ,f.oN� I I �I - - �,, \ - - - � / / L--- ---EP--- , I -------w------- EXISTING WATER MAIN �' � N 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR I \°tip I W W PROPOSED WATER MAIN zi - ----�- ----- --' - - - - J a I s PROPOSED SEWER MAIN o PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS 13 I ®- - - � 1 ,,, LA �'Q i I ss PROPOSED SEWER SERVICE z REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. Io O 1 GATE FOR Y 1+ I EASEMENT ACCESS °� O 1 N i I I 3 ROLLED CURB AND GUTTER 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY i� 1 i 4' WIDE SIDEWALK J N p SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS m = PORTION OF IDAHO POWER p c� a� o LU NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN 4 I o TBM'S EASEMENT TO BE VACATED `� _ LU EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN 0 I 3 TBM1 13 I= # o o WATER SERVICE z ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA I rn o CHISELED X AT SOUTH END BACK OF o 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 1/4 COR )r b SIDEWALK FOR ACCOUNT SERV CPA'S NA VD ^I N 0 I /C 12/7 0 88 FROM GEOID SMART NET EL= 2603.07 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE PLS 11118 ) WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER TBM 2 I CP&F INST # Q MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL I NO 114006712 CHISELED X IN WEST SIDE RIM OF SSMH ON SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE I EAST SIDE OF PROPERTY AND 93' SOUTH 1 IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE I OF NORTH PROPERTY LINE I WASTEWATER RULES (IDAPA 58.01.16). 1 NAVD 88 FROM GEOID SMART NET EL= I 0 2603.84' 4. PLACE WATER SERVICE LINES IN A (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE W W CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 222.72' O Q W - - - - - - L - - - - - - - - - - - - _ _ _ - - - - - -S893649"W PLS U) 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING 4347 W WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 0 PRELIMINARY NOT FOR CONSTRUCTION W ° QCS J w i= oW