Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
CC - Construction Drawings
UTILITY EXTENSIONS NW 13TH STREET GENERAL CONSTRUCTION NOTES M E D D I A N , IDAHO ON f N 0 Yo 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO oo M en STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO z z ° � � 3�: - THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY o Lm ^ - HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE ~ m MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. DRAINAGE NOTES W. LOWRY ST. o a� c W. LOWRY ST. z c 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR z a, E DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE SITE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE CAw FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE cn GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. W. CLAIRE ST. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SEWER NOTES SITE AT ALL TIMES. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA z 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION z CONFERENCE PRIOR TO START OF WORK. z 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE � WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL = _ WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES W FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE 58.01.16). CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC VICINITY MAP GENERAL CONSTRUCTION NOTE NO. 1. DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). NAL NOT TO SCALE pFFSS OCEN 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE 17727 TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). PAVING. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE OWNER f DEVELOPER: WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. CS2, LLC L o 3363 E PRESIDENTIAL DRIVE m� � MERIDIAN, IDAHOE 83642 0 o a m 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL (209) 629-7333 W z IN WRITING PRIOR TO CONSTRUCTION. w w Jzzz CIVIL ENGINEER: Q Q W� z = zzw NASLAND ENGINEERING Q N o o0 z z z 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN 1775 W. STATE STREET #165 W o o z z o 0 ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN BOISE, ID 83702 � w 5;UiWp� O W STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. Z 0 E- Q Of N zw � _j o oV) 0z WATER NOTES W w o~_ W X 0 = W N H 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC z DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE co WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). T N w 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER z z MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND zz NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE �^ Q CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC vJ Q DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). Z 0O Z oz 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A vJ z Q STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). Z w W W w_ U) 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER X 11, USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. ROADWAY NOTES 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A J RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. PROJECT N0. ----- DWG FILE C-1 PRESSURIZED IRRIGATION NOTES DESIGNED BY CB DRAWN BY CB 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH CHECKED BY CS IT IS BEING CONSTRUCTED. ISSUE DATE 3/3/2021 HORIZ. SCALE AS SHOWN 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM VERT. SCALE I AS SHOWN AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. SHEET 1 OF 3 Ln � N N O^ M / N O Lm H / m / � c C E / � c w U J STUB AND CAP ALL 71d 71d 71d O _ CONSTRUCTION NOTES \ / LATERALS FOR FUTURE USE x O1 CONNECT TO EXISTING 8" PVC SEWER. CONTRACTOR TO VERIFY \ } LOCATION AND DEPTH PRIOR TO CONSTRUCTION. CONNNECT TO �D NEAREST FULL LENGTH OF PIPE. \ O r N O2 INSTALL SEWER MANHOLE. — ;n 6 �d �� 50 �A O3 INSTALL 8" PVC SEWER. 04 d, ` a f ® INSTALL SEWER LATERAL. O5 INSTALL WATER LATERAL. 4 5 4 N 716,7389.6190 �� NW 13TH ST. co© INSTALL 3/4 DOUBLE WATER SERVICE CONNECTION PER STANDARD 8 SEWER PER 2,450,416.2295 + DRAWING W3. 1 DWG 179-004 �� 110 �_ ` , 1, � _ �00 _ 12+64 s> 6" WATER PER F 1 2 DWG 179-004 3 w —w 5 f y — N ANAL O O O �pFFSS��CEN F0c/2F- I I 17727 IO I_ I CO qTE OF\OP�G� SCHRP / I N I I w • o m � O I I 0oaw m PLAN VIEW NW 13TH STREET Of o JJ zZ z z Lu w SCALE 1" = 20' = Z V)w QNO0z z Z � LL:0UC5 0 0 OowZZ co w W U W d (nwpHO z � _ZHOEQ N a Z W N H 0 0 Z Z� _ w H 0 W X 0 = W N H 2580 o Q 0 r� co � 0 0o o _ 0 U N 00 H + N ^ (� + � � N v J _Z (D N Q r- V) (n N X �-- V-) W (!) Nc1l) T J Q w 2570 J z O Lu = w V) 0 z — w 1 8 E 8' P C . O o O Q o 25 5. 7 vJ 0 0 I V. IN IN UT Z W Q 2565.52 W Q J u � W 2560 W w 10+00 10+50 11+00 11+50 12+00 PROFILE: NW 13TH STREET — SCALE: 1"=20' HORZ. J 1"=4' VERT. PROJECT N0. ----- DWG FILE C-1 DESIGNED BY CB DRAWN BY CB CHECKED BY CS 20 0 20 40 60 80 ISSUE DATE 3 3 2021 HORIZ. SCALE AS SHOWN VERT. SCALE AS SHOWN SCALE: 1" = 20' SHEET 2 OF 3 Ln rn � Ln c N N � � O 00 � N � N Ln M m al i C1 GJ �_ C C � •pl cC w > c U J CONSTRUCTION NOTES mo O7 INSTALL 6' WIDE BY 6" DEEP EARTHEN SWALE w w w w w w w N ; O i ss ss ss s ss W LOWRY ST. ss ss Z 3 Pl X A� O O t ; I SSxpNAL E�yc r J oo I �pF�' ��CENSF� d Q Nt 0o 17727 C'STgTE OF�OP� \ \ I CRY SCHRP�' \ J \ \ LLI co MM J OW W Zm000 , Y OHS \ \ ° Rqo 'oJZ~Z \ \ ERR WQQW� LOT 2 \ \ N o QNooz Z z k 0 R I Li- O O LOT 1 �\ 3 o W 0Zw �_ Of�H \v - - W Of � O20—Z U Z CL W r WF- cn 0 BORROW DITCH PER r� o o z DETAIL, THIS SHEET ,1,w o P W X 0 O =w cn W I D o O z 3 PL PL PL PL o ANOUT I N07CLE FOUND I Q 20' S' \ I z COMMON DRIVE u) \ O J O � I Q 2.0% \ z � w v I I ui Q I T \ wo z w 0 � T VEGETATED BORROW DITCH \ w o w w Q 1-��- FOR STORMWATER RETENTION I o I PAVEMENT SECTION PER =►►I�II T II� L�_T_� -T 1-11f �_� , I Q p L ►-II_I i (4: 1 SIDES, 0.5 DEEP, � 0) w Q GEOTECH RECOMMENDATION 1 w � � � � Z BOTTOM). PER ACHD \ of FLUSH CURB STANDARD DETAIL 05. SWALE \ N CD 0 p CL PROVIDES 1.5 FT3 OF VOLUME \ . 0 3 Q W 0 STORAGE PER FT OF LENGTH. � \ \ I 00 � Q TYPICAL SECTION A—A NOTE: ALL STORMWATER / \ \ NO SCALE RUNOFF TO REMAIN ON-SITE. CONTRACTOR TO COORDINATE \ SWALE CONSTRUCTION WITH / \ 0 w LOT 1 HOUSE LAYOUT / • \ cn / \ 0 0 PROJECT N0. ----- DWG FILE C-1 DESIGNED BY CB DRAWN BY CB CHECKED BY CS 20 0 20 40 60 80 ISSUE DATE 3 3 2021 HORIZ. SCALE AS SHOWN VERT. SCALE I AS SHOWN SCALE: 1" = 20' SHEET 3 OF 3