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HomeMy WebLinkAboutConstuction Drawings DEVELOPMENT PLANS FOR ALAYAR SUBDIVISION PHASE 2 Q SE 1 /4 OF THE SW 1 /4 OF SECTION 10, T.3N . , R. 1W. , B.M. o MERIDIAN, ADA COUNTY, IDAHOCn 2023 GENERAL CONSTRUCTION ACHD PRESSURIZED IRRIGATION 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS 1. THE PRESSURE IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. (AND ANY ADDENDUMS), THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE WHICH IT IS BEING CONSTRUCTED. REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE 2• WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. ENGINEER.UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER a N SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO PROJECT SITE ° c 3. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY PERMIT FROM 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. I- ° m ° ACHD AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION. Q o 0 0 = ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO U 9 2 Y HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP 4. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT AND THE OWNER'S 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH ° J WORK ORDER UNTIL THE SITUATION IS RESOLVED. ENGINEER. PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE U ° SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS 0 J 5. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT R/W ONLY), THE OWNERS J Z c o L o O ( ) PRIOR TO BACKFILLING. m 0 S 0 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN ON SITE AT -� m ENGINEER. N ALL TIMES. Z Z 3 r 00 6. ALL ONSITE PRIVATE DRIVES SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC. NO EXCEPTIONS TO THE ISPWC WILL BE 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY Q ° a Y SEWER, STORM DRAIN,AND IRRIGATION SHALL BE A MINIMUM OF TEN 10 FEET.WHERE IT IS NECESSARY FOR o o V 4. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DESIGN ENGINEER AND/OR GARDEN CITY PUBLIC ) ( ) N A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF z W a > m ° CONFERENCE PRIOR TO START OF WORK. WORKS. - N LA O VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF m a 0 p rn 7. CONTACT THE DESIGN ENGINEER FOR CONSTRUCTION OBSERVATION OF ALL ONSITE PRIVATE DRIVES. THE CITY MAY STILL THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE N m /y m O E 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE OBSERVE THE PRIVATE DRIVE CONSTRUCTION,BUT THE DESIGN ENGINEER IS PRIMARILY RESPONSIBLE FOR PLAN CONFORMANCE >L ° li O O WORK IS REQUIRED.NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. WASTEWATER RULES(IDAPA 58.01.16). w a N 2 j O� v OF ALL ONSITE PRIVATE DRIVES. W. FRANKLIN RD. v_ Z MO m L 00 v 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE 8. TESTING RESULTS OF ONSITE PRIVATE DRIVES SHALL BE REVIEWED FOR COMPLIANCE BY THE OWNER'S ENGINEER. 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE o a U 0 oN•- WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND °> 0 ° z CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. � v - ° _ � p 9. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE Q W 0) (n 0 CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC O _.o o O Z LU w j 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING 10. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTOR'S ACCOUNT. ar � 0- AGENCIES. � AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). o 0 0 U PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN Q ° 11. EXISTING A.C.PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN U Y Q m GENERAL CONSTRUCTION NOTE NO. 1. ° o Q UJ V 0 THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. COLOR, WITH THE WORDS DANGER -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS U m'a-) N LENGTH. PLACE THE TAPE BETWEEN SIX 6 INCHES BELOW THE SURFACE AND EIGHTEEN 18 INCHES ABOVE Q O 3 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING 12. MANHOLE GRADE RINGS,CAST IRON RINGS AND COVERS SHALL BE PROVIDED BY THE SEWER CONTRACTOR.THE ROAD ( ) ( ) Q ~ ° THE TOP OF THE PIPE. a 0 TRENCHES FOR PIPE;(B)PLACING OF AGGREGATE BASE;(C)PLACING OF CONCRETE;(D)PLACING OF ASPHALT PAVING. CONTRACTOR SHALL INSTALL THE SEWER GRADE RINGS,CAST IRON RINGS,COVERS AND CONCRETE COLLARS TO FINISH GRADE. 0] ° m ° ' vi WATER VALVE BOXES AND COVERS SHALL BE PROVIDED BY THE WATER CONTRACTOR.THE ROAD CONTRACTOR SHALL INSTALL 3 r o ° 9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC THE WATER VALVE BOXES COVERS AND CONCRETE COLLARS TO FINISH GRADE. 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE U)/� m a°w WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE WATER OR NON-POTABLE WATER. VICINITY MAP � N W ° Q Q CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE 13. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE r WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS,GRADE RINGS,MANHOLE RINGS AND LIDS. 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER 1��_ 800' o N m m Z OR NON-POTABLE WATER.THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10)FEET OUTSIDE °-C, N-° Q 14. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB,GUTTER,VALLEY GUTTER,AND N N w 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. N w> SIDEWALK IMPROVEMENTS. WRITING PRIOR TO CONSTRUCTION. 15. ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROAD RIGHT-OF-WAY. THERE MUST BE AT LEAST A ONE(1)FOOT 9. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY Q LU z 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL SEPARATION BETWEEN BACK OF SIDEWALK(OR CURB IF NO SIDEWALK)AND THE LEADING EDGE OF ANY FIRE HYDRANT. EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION GENERAL LEGEND U) 0O � m O PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET DISTRICT. FORTY-EIGHT(48)HOURS ADVANCE NOTICE IS REQUIRED. Z O O � Q 16. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE (D = N LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. DETERMINED BY THE FIELD INSPECTOR. FOUND ALUMINUM CAP MONUMENT U) LU H IY of LU o-- O LLJ O 12. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%. THERE ARE NO TOLERANCES ALLOWED. 17. ALL MATERIALS PLACED WITHIN THE PUBLIC RIGHT-OF-WAY AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN SET 5/81RON PIN"PLS 0 LU z = U ACCORDANCE WITH SECTION 306 OF THE CURRENT EDITION OF ADA COUNTY HIGHWAY DISTRICT STANDARD SPECIFICATIONS. O FOUND 112"IRON PIN 0 � =O � O z 18. CLEARING AND GRUBBING AND REMOVAL OF OBSTRUCTIONS SHALL BE IN ACCORDANCE WITH ISPWC SECTION 201. Do CALCULATED POINT ���n Q z O_ Z Z Z LU WATER PROPERTY BOUNDARY V � LU Q Q Lu F 19. EXCAVATION AND EMBANKMENT SHALL BE IN ACCORDANCE WITH ISPWC SECTION 202. EASEMENT z LU Q U O E::::: U 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN 20. STRUCTURAL EXCAVATION AND COMPACTING BACKFILL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204. -LU Q U) z U_ � O GENERAL CONSTRUCTION NOTE NO. 1. 21. DEWATERING SHALL BE IN ACCORDANCE WITH ISPWC SECTION 205. SECTION LINE Q Z U W � Q CENTERLINE = w ~ W = 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, 22. PERMANENT EROSION CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 206. 0 Z W > Q LU Z STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE LOT LINE Q LL.I U D_ Q 23. PERMANENT STORMWATER BEST MANAGEMENT PRACTICES SHALL BE IN ACCORDANCE WITH ISPWC SECTION 207. = O WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL � ~ 0 � � W W � SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES 24. UNCRUSHED AGGREGATE(6-INCH MINUS)SHALL BE PER ISPWC SECTION 801. GI PROPOSED GRAVITY IRRIGATION MAIN O W H Q � J LU Q FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA W PROPOSED WATER MAIN F- Z Q O = > 58.01.16). 25. CRUSHED AGGREGATE BASE 3/INCH(TYPE I)SHALL BE PER ISPWC SECTION 802. U J U D_ O 0 � LU 26. DRAINAGE GEOTEXTILE(TYPE I)SHALL BE PER ISPWC SECTION 2050. S PROPOSED SEWER MAIN O d- Q Z_ _ > 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER S$ PROPOSED SEWER SERVICE � 0 � LU Z O= Q MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 27• ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC U J S2 O O Q ED WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE WORKS CONSTRUCTION STANDARD DRAWINGS(CURRENT EDITION)OR THE APPLICABLE ACHD SUPPLEMENTAL DRAWINGS SD PROPOSED STORM DRAIN of = z rif > N - LL CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (CURRENT EDITION): H _ D_ LU = O PI PROPOSED PRESSURE IRRIGATION (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). a. STREET SECTION,DRAWING NO.SD-801,AND SECTIONS AS SHOWN ON TYPICAL STREET SECTIONS. ® PROPOSED 30"CATCH BASIN 4. WHERE WATER SERVICE LINES CROSS A STORM WATER TREATMENT FACILITY(I.E.SEEPAGE BEDS, DRAINAGE SWALES) b. VERTICAL CURB AND GUTTER,(ACHD SUP.DWG.SD-701). C. PEDESTRIAN RAMP FOR HANDICAPPED,DRAWING NO SD-712C Qs PROPOSED CLEANOUT . . . SEE DETAIL 7 SECTION 8200 OF THE ACHD STORM WATER POLICY MANUAL. N d. SIDEWALKS,(ACHD SUP.DWG.SD-709) PROPOSED FIRE HYDRANT 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER e. ROLLED CURB AND GUTTER ISPWC SD-702 7 w USERS AFFECTED BY CONSTRUCTION. (2) PROPOSED GATE VALVE L U) 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD 28. ALL PEDESTRIAN RAMPS LOCATED IN THE RIGHT OF WAY SHALL HAVE TRUNCATED DOMES PER ISPWC SD-712. DOMES SHALL BE © PROPOSED BLOW OFF O Q RIGID INSERTS WET SET INTO CONCRETE(CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED PROPOSED WATER SERVICE I�REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08). "TRAFFIC YELLOW" ( 1 0- PROPOSED WATER METER z w0 �J 7. ALL WATER SERVICES SHALL BE 1"WITH 3/4" METERS AND SETTINGS AND SHALL BE INSTALLED PER CITY OF MERIDIAN 28. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY i, LU SPECS W1 AND W2. AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY PROPOSED STREET LIGHT O FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE ► POWER TRANSFORMER `` U) SEWER FOLLOWING VARIANCES LISTED BY DATE AND SHORT DESCRIPTION,WERE APPROVED FOR THIS PROJECT: NONE. a 1� \ U) 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 30. DRIVEWAY APPROACH TO CONSTRUCTED PER ACHD SD-710B,6"THICK PER NOTE E OD ACHD SUPPLEMENTAL SD-710B BENCHMARKS �S POWER SECTOR BOX 7 /- Of 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. TBM 1-NO ` M U J 31. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED CURRENT OR FUTURE ROW SHALL BE RE-EXCATED TO NATIVE SOIL . 99G A SPIKE NAIL-EL=2648.91' -� PROPOSED PI SERVICE 1120 AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL DATA TO VERIFY NATIVE MATERIAL MEETS TBM 2-W.C.-EL=2651.30'I O STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF COMPACTION TESTS. TBM 3-SPIKE N TBM 4-#5 BAR NAIL-EL=2652.35'CAP PLS 8793 EL=2654.41' • PROPOSED SEWER MANHOLE � O WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL ACHD PAVEMENT REPAIR NOTES w PROPOSED OBSERVATION WELL U) U SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES SHEET INDEX PROPOSED BOLLARD O L�L FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN � PROPOSED SIGN ON THE PLANS.THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL.ALSO REFERENCE SHEET 1-COVER SHEET, GENERAL NOTES 3. THE HORIZONTAL SEPARATION OF NON POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER I.S.P.W.C.SD-301;ACHD SUP. DWG SD-303;&ACHD SUP. DWG SD-806. SHEET 2-PRESSURE IRRIGATION AND OVERALL UTILITY PLAN OD MAINLINE DRAIN Q Q J SHEET 3-STORM DRAIN DETAILS AND STANDARD DETAILS � MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND SHEET 4-N. FEATHER REED AVE QA AIR RELIEF VALVE Q z WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. SHEET 5-W.ATOMIC ST CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS SHEET 6-GRAVITY IRRIGATION AT NORTH BOUNDARY EXISTING CONTOUR LINE (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE TOTAL ROAD SURFACE,CONTRACTOR SHALL EXISTING SEWER MAIN O cn REPLACE THE ENTIRE ROADWAY SURFACE. 4. WHERE SEWER SERVICES CROSS A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES) EXISTING WATER MAIN SEE DETAIL 7 SECTION 8200 OF THE ACHD STORM WATER POLICY MANUAL 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL EXISTING UNDERGROUND POWER [� \QNAL ( ) PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. EXISTING OVERHEAD POWER ` ��c�'S �C/y 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE 3 FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE S C E NSE�o TO NATURAL GROUND, USE"CLASS 200 WATER PRESSURE PIPE",ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY qiz< �F FITTINGS. ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. EXISTING GRAVITY IRRIGATION 1'1 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY THE DISTRICT STAFF BEFORE EXISTING FENCE O 17/ 87 UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO CONSTRUCTION BEGINS. EXISTING EDGE OF GRAVEL FINAL ACCEPTANCE OF THE SEWER. 6. MATCH EXISTING STREET/DRIVEWAY SECTIONS OR USE THE FOLLOWING MINOR ARTERIAL ROADWAY SECTION: SP-3,0.50 EXISTING IRRIGATION MANHOLE ` .9TE 0 F 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. INCH(1/2")MIX,PG-64-28 FIVE INCHES(5")THICK,AS A MINIMUM WITH 4"3/4"BASE AND 25"OF 6"MINUS PIT RUN. EXISTING WATER MANHOLE TT KERB WHICHEVER SECTION IS GREATER MUST BE USED. 1 EXISTING TELEPHONE PEDESTAL _ UTILITY REPRESENTATIVES EXISTING SEWER MANHOLE UP"hlic TILITY REPRESENTATIVE PHONE Plans Are Accepted For Public C��E IDIAN* EXISTING CLEANOUT Project No. NBLR0000-2107 GAS INTERMOUNTAIN GAS (208) 377-6839 Street Construction .qn& w DEVELOPER LAND SURVEYOR CIVIL ENGINEER ���9"��o"��a"S�Ppla�"viSP�fi,atio"= � EXISTING FIRE HYDRANT ELECTRICITY IDAHO POWER (208) 388-6320 v y Drawn By: JEC JEFF WREDE MIKE ENGEBRI TSON, P.L.S. DERRI TT KERNER, P.E. �, + r+ r - r-. ■ ■ EXISTING STREET LIGHT TELEPHONE CENTURY LINK 208 385-2144 �1 NOBLE ROCK DEVELOPMENT, INC. ENGEBRITSON LAND SURVEYING LLC DAVID EVANS & ASSOCIATES ( ) ❑ F{V.... r.` 12805 W. ENGELMANN DR. 2251 S SUMAC STREET 9175 BLACK EAGLE DR SEWER MERIDIAN PUBLIC WORKS (208) 887-1297 CALL BEFORE YOU DIG! _i�_ i� ,�� �_r ��rt I P, - �.. 0. EXISTING Date: May 15, 2023 WATER MERIDIAN PUBLIC WORKS 208 887-1297 '_p'(_ +"'-+ -na :r�r� �� �� EXISTING WATER VALVE ( ) CALL DIGLINE INC. BOISE, ID. 83713 BOISE ID. 83706 BOISE, ID. 83709 �i��r �;� i���� � r ,i, �i � r :i 1. �I - 1 , � � ���� ,E .• F 208 860-7234 208 859-6032 208 900-9049 ROADS ADA COUNTY HIGHWAY DISTRICT 208 454-8135 PRIOR TO COMMENCING .�r 7 EXISTING WELL Sheet No. ( ) UNDERGROUND WORK_ _i -r ._ �r i c r F-,i it s 'J IRRIGATION NAMPA-MERIDIAN IRRIGATION DISTRICT (208) 388-6346 „�,a�� 9.�R EXISTING CATCH BASIN 1 yeff@noblerockdevelopment.com derrltt.kerner@deamc.com FIRE MERIDIAN FIRE DEPARTMENT (208) 888-1234 Callherere eat 208-342-1585 E-1- �T M� 1 �. _I ( '�- � -� r''"T � � �7•� I of II o I U Q L do d�d� — — — -- � — �� — d� = o � a� --_ �E ZIMMERMAN LN CAP END FOR FUTURE SSMH C1 - EG EXPANSION EG - - a� — — T 12 ao 25 L.F. 8" SLEEVE CO CO C a N I`7 CO I Co „ X o N n U (6 7 a Q zi j N �' omY Ol � E=o OJ o X 80N (A _ aim@ ' 00 I is 3 L 30 0 15 30 60 0 CL Y o Wcx@ - 10 V 14 13 SCALE IN FEET @� V " � U O o 1"=30' y ° e a m° o f - � co o0 6rn0 >ULa Cu m 3 C m a o= � Z > 0 Ol C� Z W w_ 3 _ 9 N I aoy � Q � � v3 Y D U C 0 Q m T- — O L!1 15 16 o N ��.� o, QN J N @ . 0. Q Q 8 3:1E M 5 1-- G oN � @ Z 25 L.F. 8" SLEEVE I N N � Q L d >5 HN W (0 0 > U z co co Qpw � c O o 7 Ico zO000Q 4� 20� Of SSCOT3 w � � 0 w 0 10.0' EASEMENT o S w z = U p � a- cn0 � z 3.0' � O — I5.0' Qz � zzzw IJ U) w Q Qcy� w F II z p Q U 0 ~ U 18 17 U) cnzw � 0 I- Q = zwcn � U) u) I a I — U Lu < 5 v 0 Qww010:� aQ 4" 45° ELL CONNECT TO EXISTING PI O w Q J 0 0 w_ Q �m — PI —Tf— — — PI PI PI - - -P1 - X= -- PI— w Z z z > O o w / / — - - � UD � Q ~ > ,mac, 185 L.F. 4"0 PI D O W z_ 5 uJzoC) ¢ BLOCK 3 19 N 1— Lu 5 0 o� a cn o w = vim > cU) -u- o� 25LZ 24 23 22 21 20 I 1 2 3 4 �O STA: 10+78.99 38.48 R PUBLIC UTILITY EASEMENT I / POND CV 4" 11.25' ELL I ACHD SIDEWALK EASEMENT SD SD w 0 — 42 L.F. 4 m p — 0 — - - - - �� - - - - - — - - - - - — - - - - - - - - - - - - - Q Q co_ STA: 11+23.44 29.50 R z J 4" 11.25° ELL / Z 4" G. VALVE O Q a V'i I I w w J / O >a w W W B W W W w v W I- -� c"- SSMH A6 N FEATHER REED AVE o,, I I S S S S S S $ �/ 0 `0 I I SSCO T2JIM 0 — J � =D w J M / v CO =D 011:� / —STA: 11+26.69 30.00 L- — — — — — — — Q � " \ACHD SIDEWALK EASEMENT w 4 11.25 ELL � I � I I O � O X/ 4" G. VALVE PUBLIC UTILITY EASEMENT I Q C9 � �\ 3 25 24 23 22 21 20 �19 18 17 16 15 14 3 Q z a� F \ BLOCK 1 265C O cn \ 2649 m _ _ _ D PI— - - — - - - - — PI - - - - - - - - - P� - - - - - - c - - - - Ec- - G - - - - PI � O��SS\ONAL E F�-Nc�y c E 16'-18' GRAVEL PATH F— 17 87 2645 2644 - 264 2642� RR/TT KER � 2641� PURDAM GULTCH DRAIN \ 2640 � 2640 Project No. NBLR0000-2107 Drawn By: JEC y jDate: May 15, 2023 Sheet No. 2 V 2 of 6 ¢xo0 o v J U \ O � GIMH 3 RIM: 2649.00 \ \ 6 E)INV IN (8'): 2646.58 (S) \ INV OUT (12"): 2640.86 (NW) T U @ j"O POND NOTES 5Y - C�lLO �� 03 J Q� . 0J ® � 1. GROUNDWATER OBSERVATION WAS CONDUCTED BY ROCK SOLID CIVIL. 0 o a o o 2. SOILS REPORT PREPARED BY ATLAS, FILE #13202052g, DATED JANUARY 5, 2021 0 \ 00 F 3. DESIGN INFILTRATION RATE IS 4"/HR. 0 Q)a a 0 STA: 11+40.00 25.0' R \ � 4. CONTRACTOR SHALL HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE (� V - 0')48' MANHOLE Fc � a TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION RATE IS LESS THAN THE SPECIFIED RATE OF - N LA 0 STA: 11+40.00 PER ACHD SD-611 / \ m .Q 0 �� 8" HR PROVIDED BY THE GEOTECHNICAL REPORT CONTACT THE DESIGN ENGINEER. N m-2 ° CB #1 W/ 2.0' SUMP \. \ / �, m w v o m 00 0 TYPE IV C.B. W/1.0' SUMP RIM: 2648.31 Co 5. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 w-o a) a;rn ° TRC: 2648.14' wv IN/OUT: 2646.03 / o \ FT OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER = a L o INV OUT: 2646.12' V' Fb o 3 U N•� Q100: 0.83cfs - Q25: 0.59cfs 29 L.F. 12"� ' 9 L.F. 12"0 DAYLIGHT: 2646.0' THAN THE ANTICIPATED ELEVATION. r a o.> C Z Q) I 2Um m IA /A 01c-0 F V, VI SD ® 0??q PVC ® 0.22% INSTALL METAL ENDS \Fc -2 ar Z W 1 0 SECTION WITH TRASH I RACK AND RIP-RAP \ OBSERVATION WELL W I Fc °o Q U POTABLE/NON-POTABLE Spcc PER ACHD SD-627 I PRE-DEVELOPMENT DISCHARGE \ 52)Y-0 P O Q m CROSSING SEE WATER D F� � o +, NOTE 4 SHEET 1 3 180• 14 Sp \ END JNV OCAP WITH 2.5"0 \F� POND NO, 2 DATA T m a w 0 Ls 12„� 10 0 5 10 20 :� --- PVC HOLE AT INVERT PER DETAIL \ 0 - O - O 3 THIS SHEET SIDE REQUIRED DESIGN GROUND Ln --- 022q �I SCALE IN FEET DEPTH FREEBOARD TOP BOTTOM WSE BOTTOM 3 .4 N r CAPACITY CAPACITY WATER @ 9 SLOPES N = �.N --_ --- 1„_10� N a00 o a N � LnW ----_ p�---__ i 2.0' 0.5' 4: 1 2648.0' 2646.0' 2647.5' 11' x 43' 1,292 CF 1,304 CF ±2642.5' a r o a a - Z N o WQ > U Z w \ U_ p w ---.) 0 Q o STA: 11+40.00 I F- w m rQ w CB #2 I � wOOw � TYPE IV C.B. W/1.0' SUMP w0 or- O = O 25 TRC: 2648.14' I 0 � a- cn 0 z L.`' ¢3 END CAP ON H- O - � - � INV IN: 2646.05' 0 I \\ � zCl) Ir- Q Q INV OUT: 2646.05' I 8" SD PIPE / CD J)Q z_ 0- z Z z w � \ Q100: 0.74cfs - Q25: 0.53cfs \ /� \ z Qz = ¢ W � Q w Q U O ~ U Q - - Cn Z 25 \� I / \\ 9cnUz � of0 + ��\ I / 1 Q � z6LUco W 2.5"0 HOLE DRILLED 0 z w w - z IN END CAP = U) 0 0 X U) QPp=0.18 cfs 0 0 J U) -i = w z Q 0 w Q W � � O0 = mow z \\ � vOo � Qz � j \ - - � Wn OO Qw Pzw ~� �o� d- 5o 24 1 1 1 1 POND 2 SD BYPASS END CAP ORIFICE DETAIL PI N.T.S. kT � z z 24 0 W STORM DRAIN POND NO. 1 v U) Q PER ACHD BMP#10 Q w ¢w > N W 1"=10' Q o U <C O O W W w R/W w m 11.0' 1 37.0' 11.0' � � Q z 18.5' 18.5' �+J C/L Q = Of 0 Q Q O 2.0' 5.0' 6.0' 2.0' 14.5' 14.5' 2.0' 6.0' 5.0' 2.0' � Q z FLAT 2% 2% FLAT Q � II-__ ANGULAR RIP RAP 6" - 12" �- - O O Q 0 NOM. SIZE W/NON WOVEN FABRIC (PER I.S.P.W.C. SEC. 206 & CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT CONCRETE SIDEWALK � II­__ TOB - 2648.0 2050. MIN. 0.5' DEPRESSION (PER ACHD SUP. SP-3, 0.50" (1/2") MIX, (PER ACHD SUP. 10-FT WIDE. SEE BMP10. VEGETATION PER 2017 DWG. SD-709) PG 58-28 DWG. SD-709) Q ACHD VEGETATION 6' PLANTER 4" OF 3/4" MINUS AGGREGATE 6' PLANTER �J z 0.5' FREEBOARD GUIDELINE MANUAL W 100 yr. WISE 2647.5 W/ ROOT BARRIER 12" OF 6" MINUS PIT RUN W/ ROOT BARRIER 4:1 METAL TRASH RACK = O cn BOTH SIDES BOTH SIDES FOREBAY ^' w 4.1 3" ROLLED CURB & GUTTER 3" ROLLED CURB & GUTTER 4'x4' o (PER ACHD SD-702) NOTE (PER ACHD SD-702) _ S�pNAI F 12" PVC RIP-RAP 12" PVC 1. R-VALUE = 12 PER GEOTECH REPORT 2646.0 BOT. 1 0% NO. B202052g, DATED JAN. 5, 2021. ��'S 4" MIN. TOPSOIL OR AMENDED SECTION POND NO 2 SD BYPASS PIPE(SEE NATIVE MATERIAL WITH (SEE CAP DETAIL THIS SHEET) 33.01 STREET SECTION 3 1r7.01 RIGHT-OF-WAY 17 87 VEGETATION NATIVE NTS SHGWE ±2642.5 INFILTRATION BASIN NO. 2 �FiQTE RiTT Y, (PER ACHD BMP-10) L�LI -NTS- Project No. NBLR0000-2107 Drawn By: JEC Date: June 7, 2023 Sheet No. v 3 � 3 of 6 p o SD QJ SID // 25 24 23 22 21 1 2 ST 11+86.83 �, / / + rn o + - + u) oo + + ��' END C,G,S , [y / O N Q J Uj � `N J (J!1 O co J V7 O ^ O J (n O N O J fn O J (/) 00 co N RC 2648.33 _ — — ¢ a / \ — — � � � v~i�� + � ��� ac' c~i» allo � �o a � �o � rn ��� aI li.l c� P� N o o- N -+ cn a cn + � 04 O) N N H O) N N (/) H -(n V) H T n) � 8 STA 11+01.99 7 IJ77- 77 o 0 0 a Q o ��' h TRC 2648.29 I l ST 11+88.43-o / h^ 3 5 I 0 J 0 / U-O c O o N r 0 O) END C,G,S�" � / 2 0E 2w J_ o TRC 2648.60 6 L.F. 6 Cfl N v ` m 8"0 WATER g N LF, g"� WATER W 1 6 6 6 6 6 "' 6 I - - - - - - 3 z r / 00 v� / � p ^'o a W W � W W o�� a �•a o I W N@ /� V rn 9 11+00 _ _ 10+00 _ co 9+00 a m V / l% I— 7 a N — I = KEY MAP c � - � 0 / NU SSMH A6 N. FEATHER REED AVE I U) m0 o E S S s S LJJ a 6 6 6 `o Iw -O@ON > 00 ICn ° Z Q (10 4 C) N c STA 11+01.96 i J ° � N N w 0 U � `o_r Z _ � � T-l�R!') 2648.29 J - N ' L� J ON d Q10 J �— O Qao UG 3u O� NC u 0 Oa VI -C Lr) CO M q00 l l[ + I CO L Jm L 00 O NCN -�k N +JN 00 +J r7 00 +J (n N 00 00 + (P) L0 O) 00 0)J N 16 n O O CO to. = N + + ,- CO c0 + + + c0 O +IcD L! 4 N ON N O N cV N N 00 N m , N < Ofc� N N F- � N U) F_ � N N n N r o Q 1 2 3 4 5 6 7 9 �� a N � acl� - Z C Q y N C N H N W m Q W U_ p W � o 20 0 10 20 40 � 0 � f__ PQ U) W CALL BEFORE YOU DIG! � „� � W or O O SCALE IN FEET CALL DIGLINE INC. o � z 1))-20' PRIOR TO COMMENCING o 0 — 0 Z — UNDERGROUND WORK Q C0 rY Q cn Nmarabelow. < z W z z z W Call mme you dig, 208-342-1585 z Q z = Q < Lu Q LU < H U 0 U NAVD88DATUM WQLuz � � o Q z 0 w rY co Q > Q 0- W �, U) o SCALE o z �Lu J00Xz 6w co c8 00 VERT.: 1" = 2' 0 � QZQo = > 2434 Cp cn o 00 + w HORIZ.: 1" = 20' 2434 (w co - Q ~ > Lr)_ o � wCf, Z0 > OOw O N J III N 00 �(N ui cn0 �` z � = � ± co ± M H � II ~ � NZQ H z rl W O O Q W LL O N + o6 N 2 U a_ > Cn — 0 KEYNOTES II a II N � N w U) __ 17 2432 II Q N N ccsl0 FINISH GRADE a m w N N Al LoLlilLMLINE01 STA: 10+84.39 6.0' R © POTABLE/NON-POTABLE z 2432 5 z W w c0 8 11.25° ELL (FLG) w N > Q ± lt�_ " CROSSING SEE WATER NOTE 4 a_ w w > w = N o — SHEET 1 M Q m> 0.40% _ _ _ — — — 02 FIRE HYDRANT V �7 RELOCATE BARRICADE TO z Q 0.40 N ~ z _ STA:11+54.30 11.46' R O O 2430 — — N N �— — — — — — 8% 8% 6" TEE (MJ) END OF STREET 2430 — i 8 G. VALVE (FLGxMJ) ® INSTALL TYPE III TERMINUS � � \ I i NATURAL GRO ND Q H " G. VALVE (FLGxMJ) BARRICADE WITH SIGN THAT STATES C!� AT CENTERLINE6LJJ Z 0 CV W I 10 L.F. 6" WATER "THIS ROADWAY TO BE EXTENDED IN Lu = Co2" SD 6" F.H. ASSEMBLY THE FUTURE" Q � Of 2428 U) ISPWC SD-404 (g INSTALL TYPE II TERMINUS 2428 c Q Or- ULJ 0 STA: 11+60.42 10.83' R BARRICADE WITH KICK PLATE = LJJ LJJ Of 0- C/) 8" CAP 10 DECONSTRUCT TEMPORARY STORM Q Q I ® STA: 11+40.00 WATER POND AND REPLACE WITH � Q I I 8" WATER TYPE IV C.B. W/1.0' SUMP NATIVE SOIL OR STRUCTURAL FILL Q Q W 2426 TRC: 2648.14' 11 STORM DRAIN POND NO. 2 2426 Q I INV OUT: 2645.14' SEE DETAILS SHEET 3 z �5 STA: 11+40.00 z ' TYPE IV C.B. W/1.0' SUMP z U , U N TRC: 2648.14' INV IN: 2645.06 4242424PIC 2 C ® 0.60ZINV OUT: 2644.96' Q \ SEE SHEET 3 FOR STORM v WATER CONTINUATION O ��S \\\ NE N z o � fo ti� 2422 2422 17 87 L � i(all-o ATE O F�RITT KERB 2420 2420 Project No. NBLR0000-2107 V7 'C Drawn By: JEC 2418 2418 Date: May 15, 2023 Q N . FE THER REED ROAD Sheet No. 4 12+00 11 +00 10+00 9+00 4 of 6 I I 1 18 0 15 14 I Ix coo I of o STA: 8+94.00 132.32 L STA: 8+96.00 132.32 L .0 2648 TRAFFIC RATED CLEANOUT TRAFFIC RATED CLEANOUT co STA: 10+39.00 128.96 L ISPWC SD-506A ISPWC SD-506A TRAFFIC RATED CLEANOUT CO RIM: 2649.60 RIM: NV: 2644.66 INV: 2644.66 ISPWC SD-506A 0O Q' RIM: 2650.00 x INV: 2645.50 0 _C/) 17 68 L.F. 6 6 68 L.F. 16 I 2 I 13 � STA: 8+92.00 94.00 L STA: 8+98.00 94.00 L STA: 10+37.00 94.00 L 011 �I x TRAFFIC RATED CLEANOUT TRAFFIC RATED CLEANOUT TRAFFIC RATED CLEANOUT \ ISPWC SD-506A ISPWC 49.72 A ISPWC SD-506A RIM: 2649.72 65 L.F. RIM: 2649.72 RIM: 2649.72 6 Q10 _ INV: 2643.88.- -- INV: 264- _- ___ --- -- INV: 2643.88 I - - - - --co co-- Co [ T7T x PI -- -- PI PI - - -------- - ---- -- -- -- --- -------------------- 3 STA: 8+96.00 64.00 L A L A M A R SUB STA: 8+94.00 64.00 L TRAFFIC RATED CLEANOUT Q TRAFFIC RATED CLEANOUT o o 0 ISPWC SD-506A PHASE ISPWC SD-506A RIM: 2649.88 100 L.F. 6 I KEY MAP RIM: 2649.88 I 12 �� J \ N U N INV: 2643.29 INV: 2643.30 i 0 UE= L w J 0)I c co co STA: 10+39.00 64.00 L o o ° o x TRAFFIC RATED CLEANOUT N N ° ' m 100 L.F. 6 6 100 L.F. w o 00 5 6 7 8 9 1 0 ISPWC SD-506A 11 3 =r4 Y V o 11 RIM: 2650.38 N , 70 L.F. 70 L.F. o-ID o- 6 6 INV: 2644.19 a V a)� 4 16.0' 6.0' 6.7' 70 L.F. ' 0 0 p ,.'� n O O 6 I y E-o m 0 C x I p M O+ O M Z ;w m O 0 E LO 0 O LZ J O),y J M p LZ J N O p l J LlJ ti N ] � OV + O Q J N O p J N + cD Q J N O cD O '0 aO Ln Z @ `m •L U Q U N O p N d O N N� N � Ou O � C) �I 1 J -�' V �.c �n Q c� -o o o.� c z co In ~ rn N N cn N N J U m IA /A 01 C Q U - - - - - -- - - - - - - - Q U g -o � V� V� r6 0 Q o 7 m STA 10+78.05 0 0 a co TRC 2650.65 STA ±11+02.59 0 0 Q 00 CD TRC ±2650.55 0 a Q W V N f f f f f MATCH EXIST. C @ = C Ln 1 � 0.78q y Q ao LO 163 L.F. 8"0 WATER 3 - - - - ° 3 .° N r W W W W W W 0.4q - - - - 4 N ° o o Q Q z a+oo 10+00 x 7 s+oo W. ATOMIC ST. 2 W " 3 a - � - i � - � - o - I - � _ 11+00 20 0 10 20 40 0 z S S S S r, � S S o r� >a) 5 00 `D SSMH Cl- �� SCALE IN FEET ~" w = o - STA ±11+02.59 l x N 9 LIP ±2650.34 1��=20� Q w L z 0.85� � 0.5q MATCH EXIST. � � m p O SD 7 Z O00 � N - - - �EXISTING VALLEYS CALL BEFORE YOU DIG! w � o w o STA 9+50.00 STA 10+78.05 8 GUTTER CALL DIGLINE INC. I I STA 8+85.00 STA 10+00.00 STA 10+55.48 � � o � w Z = U TRC 2649.78 TRC 2650.04 G.B. STA t11+02.59 PRIOR TO COMMENCING 0 O � 0 Z TRC 2650.24 ANGLE PT TRC ±2650.51 0 ow what'shelOW. UNDERGROUND WORK Q z 0- z z Z w S� - TRC 2650.45 TRC 2650.65 \ \ (� Z u j � 0 Q \ 208-342-1585 9 I Call hefnre you dig. z w ¢ U O U NAVD88DATUM Q MzLuw � � En Q oLu > Q0- Cp wo SCALE z =Lu J00Xz w Q W J LO VERT.: 1" = 2' � F- ZQO = > 2654 o HORIZ.: 1" = 20' 2654 cw C) o o Q rri Oa- U zZD - LO 0Lrn o � LU "' - OQ 0 + + O + cn0 Z � = tom 0 00 0L o Lu 00Qw LL Lri rn LOLO � z o- w O + � II N II N II CV 2652 � N N " � > N " z 2652 H II SH GRADE a_ w a_ w a w w AT I CENTERLINE 40� -p, KEY NOTES v 0. 40% Z 2650 0 ~ 0.40� _� � �� � STA: 8+86.82 6.0' L _ o REMOVE TEMP. BLOWOFF 2650 U) LW V) w o W rn Q,Q, -� 0) N CONNECT TO 8 WATER j Q N Q o N (0 N 02 FIRE HYDRANT m Lu U) Cnn � Z c° NNN NATURAL GROUND �� STA:10+49.72 6.0' L Q U_ 2648 N w Q o Z� AT CENT RLINE 0 O 8"x 8% 6" TEE (MJ) 2648 cn N W o o o Z 6" G. VALVE(N) (FLGxMJ) Of 0 ~ Q + Z_> 8" G. VALVE(E) (FLGxMJ) O Q H 0 00 Z 14 L.F. 6" WATER Q w Q 6" F.H. ASSEMBLY J 2646 N 8" W ATER ISPWC SD-404 2646 Q 03 STA: 10+54.11 6.0 L 8" 11.25° ELL (MJ) O E z o ® STA: ±11+03.70 6.0 L z 2644 CONNECT" 1125° ELLL (MJ) 8" WATER 2644 �' STA: 8+87.00 6.0' R Q REMOVE TYPE T CLEANOUT I� SS�pSAL FN CONNECT TO EXISTING 8" SEWER Q o�� �\cINse'. 2642 PROVIDE WATER TIGHT CONNECTION C �F � so% © 4" SEWER SERVICE @ 2.0% 2642 ^1 7 87 07 REMOVE BARRICADE ® INSTALL PEDESTRIAN RAMP PER ISPWC oF�RITT F K O 2640 9 INSTALL CURB TERMINUS 2640 PER ISPWC SD-707 Project No. NBLR0000-2107 10 INSTALL 5' CURB TRANSITION V7 'C Drawn By: JEC 2638 2638 Date: May 15, 2023 Q W. ATOMIC STREET I I I I I I I I I I I Sheet No. 5 8+00 9+00 10+00 5 of 6 0 C0) _ C/) U 0 L.I. TB TB TB TB TB---- DAYLIGHT: 2640.92 a INSTALL METALCL GIMH 1 GIMH 2 GIMH 3 WITH TRASH RACK — �4+00GI r GI T LLLL T T Y 0 7 ;.,0. s ?r J iri 'n h� — — — — �'a m Y O 0) 180' /7 . g L o J o a�i m 0 m g ~' m 3r co m X= � _ V - — g o W 0 A .01 LLJpp N W3 93— X —z EG —EG N w—EG —E KEY MAP q " O 0 0 y m n L 01 Y y o m 00 E I y1 ----- W c v�i ai v Ou L 0 u / I \ \ �J3 � V � N.� v \ � �'_> o� Z a) NN ^� 2S / \ \ u� N �r F 0'/ \ \ SEE SHEET 3 FOR \ J o A o> N N u 0LU 3 STORM DRAIN DETAILS \ L)Y at Z W a 3 MNT rn S� a " u � 3 off° ys u REMOVE ±37 L.F. 12 CMP \ SQ 0 0 4- - - - - - - - - - - - - - �� y Q W U v0 DAYLIGHT: 2640.64 / 0 „ Q O 3 INSTALL METAL END \ WITH TRASH RACK /� m N `0 0 Ln n \ N � y 3: N N Q Q a) w / 04 � i way Z QL CD co 04 Z > Q HN W (0 0 z L.L 0 W (3 O mO U O LL O O0 N CALL BEFORE YOU DIG! U) w � E wEEi 0:� OuJ0 CALL DIGLINE INC. 0 S w z = U 2D o 10 20 40 PRIOR TO COMMENCING o � p � O z UNDERGROUND WORK Q C/) 0:� o } Q u ovw what's gelow, z o- z z z w 208-342-1585 cn — Q Q w F- SCALE IN FEET ���� °"�you z Q z = � Q _ w Q 1"=20' NAVD 88 DATUM o Q - C F o Q � z0Lu U) o w > ~ a w 0 Q SCALE � FOf __ X z W Q CQ J VERT.: 1" = 2' � QZQoz = > 2652 HORIZ.: 1" = 20' 2652 cw C) o o Q � o � 0 � WWz0Q W cnOOQ � = o 2 U � > C) z a_ Lu O 2650 FIN SH GRADE 2650 RO DWAY AT CV r BOUNDARY PROXIM TE Lu CD TOPOF B NK U Q2648 � — — j-_AP — 2648 Q I I cry 0 0 z co O — Q 0 2646 I v 2646 0 _ co o U 0 I � � z 2644 I I NATURAL ROUND AT W 2644 � Q Q CENTERLINE OF PIPE I J G (D /' �► z Q o , z REMOVE EXIST. 12" CM2642 2642 64 L.F. 12"0 PVC ® 0.12%i 48 L.F. 12"0 PVC @ 0.13% 65 L.F. 12"0 PVC ® .13% 47 L.F. 12" PVC ® 0.1 % �SSIONAL FNc — _ — — O o� \CENSFD /y% Li 2640 .. .. N ..�� M 0 w N z 2640 17 87 oo r o cn = Moai �o �(0 23 DAYLIGHT: 2640.64 = o � = r� o Q;.. Z INSTALL METAL END , �`� "� `1,O (0 c0 u) (0 DAYLIGHT: 2 40.92 � zo WITH TRASH RACK 0 o 00 N � (0 � � N N � °r° N 04 Lq N 00 (6 ob N I STALL META END � < C. 0 F N (0 o °' o (D o a- WITH TRASH RACK R R� 2638 � N � a � � � � ►+ ZE (0 N (0uJ + � N c0 � o ; � N N � N � � N Z NN ITT KE �, N (n � 2638 0 Q Z 3 > =o a > z O Project No. NBLR0000-2107 dN > dN Z En Z_ — > N 7� Z N > Z Z 'C Drawn By: JEC �1 2636 2636 Date: May 15, 2023 GRAVITY IRRIGATION Sheet No. 6 3+00 4+00 6 of 6