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Home My WebLink AboutAutocade File L(") Cb GENERAL PRESSURE IRRIGATION N L0 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BEING CONSTRUCTED. cy) N BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. I 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY O z DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS (DEQ) AND THE CITY OF MERIDIANWATER DEPARTMENT. cn CD FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. E �CTU oo C) 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. Q w Q ROADWAY (CITY OF MERIDIAN) �a 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. Lij 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 0 9 z PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. J 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE o (� 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. THE PIPE ZONE. - (A W HARRIS ST. 0 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING PHASE #3 J AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS ROADWAY(ACHD) PHASE #1 J O SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. Q = = 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO PHASE #2 (A (� 0 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. PHASE (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL #4 SITE 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. PEE #5 z BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT INSPECTION SERVICES (208-387-6284). CONTACT ACHD A E AMITY RD. SITE 0 >_ WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. MINIMUM 24 HOURS PRIOR TO INSPECTION REQUEST. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR SHALL Z INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. 0 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE 0 MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY TACKED WITH EMULSION PRIOR TO PAVING. - VICINITY MAP - U ENGINEER. O L� 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. N.T.S. 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE L.L Q = WATER CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. W 8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT. - SHEET INDEX - 00 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 W WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS. _ 10. ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROAD RIGHT-OF-WAY. ALL FIRE HYDRANTS ARE TO BE LOCATED WITHIN THE ROAD RIGHT-OF-WAY. THERE C1.O COVER SHEET, GENERAL NOTES & VICINITY MAP L� Q 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. C2.0 FINAL PLAT Lj 0 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 SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. C2.1 FINAL PLAT U (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE LATEST EDITION OF I.S.P.W.0 AND THE W ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS. C2.2 FINAL PLAT 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE W IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE 13. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD C3.0 STREET PLAN & PROFILE - TANDYCROFT / LYRA CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND DRAWINGS: (LATEST EDITION) SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT ACHD INSPECTION SERVICES AT C3.1 STREET PLAN & PROFILE - LYRA 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE 208-387-6284. C3.2 STREET PLAN & PROFILE - BAER CLAW / AMERTINE 15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT BEDS, DRAINAGE SWALES). MARKINGS. C3.3 STORM DRAIN AND STREET DETAIL SHEET 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER C4.0 MASTER UTILITY PLAN SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. STREET LIGHTING C4.1 SEWER LINE A - PLAN & PROFILE - (1 OF 2) SEWER 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE C4.2 SEWER LINE A - PLAN & PROFILE - (2 OF 2) MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. C4.3 SEWER LINE B & LINE C - PLAN & PROFILE 1 CONSTRUCTION F THE SPECIFICATIONS REFERRED G THE STANDARDS IN ENERAL CONSTRUCTION SYSTEM CONFORM TO THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT E STANDARDS C4.4 SEWER LINE D - PLAN & PROFILE HTTPS://CMZENPORTAL.MERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. W 4 PRESSURE IRRIGATION PLAN W 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE C4. _ IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER AND ASSOCIATED WIRING. C4.5 STREETLIGHT PLAN 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 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER C5.0 SITE GRADING PLAN 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). METERS. W 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS = LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. (OW::N:ER/DEVELOPER SURVEYOR U 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY RULES (IDAPA 58.01.16). CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. KB HOME IDAHO, LLC LAND SOLUTIONS SABRINA DURTSCHI CLINT HANSEN P.L.S. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 1299 N. ORCHARD ST, SUITE 210 231 E. 5TH ST, SUITE A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). BOISE, ID 83702 MERIDIAN, ID 83642 DRAINAGE 208-250-6161 SDURTSCHI@KBH0ME.CoM 208-288-2040 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE Ln LISTED IN SECTION 6000 HIGHWAY CUTS; of ACHD POLICY MANUAL. INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.. ENGINEER C7NATURAL EOTECH w Q 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING N TRENCHING OPERATIONS. CK-ENGINEERING o o co ESOURCE SOLUTIONS Z SHADOW JUNGENBERG w o 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. HARLEY NOE E rn > Y 1300 E. STATE ST SUITE 102 `� o 5740 N. APPLEBROOK WAY LLB v7 m 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN EAGLE ID 83616 _� M I N THE CENTER OR EDGE OF A TRAVEL LANE. 208-639-1992 BOISE, ID 83713 W o co �i 208-850-4926 z SHADOW@CK-ENGINEERS.COM � w - O° Q 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION Q �P " > r Lu STANDARDS OR TIME IS A CRITICAL FACTOR. z a z o Y o of W = N C) W 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. W `' - BENCH MARKS - - LD-RSUB-2023-0023 - CD o m o m NAVD 88 DATUM z ACHD STANDARD REQUIREMENTS BEFORE DIGGING, CALL CITY OF MERIDIAN SPECS Q w � w o _j � 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND DIGLINE AT 1-800-342-1585 0 o STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR v DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY ■ ■ Sao NA LDATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: N/A TBM#1 ELEV 2719.30' �< �sreCHISELED BOX ■ N 9412 11/07/23 sT �o C re OF SOP P . KIN�� ■ PIN rm or3X SHEET c 1 - 0 Lf) 00 L0 i N cy) O O GRAYCLIFF ESTATES SUBDIVISION NO. 5 BOOK , PAGE z O cn LOCATED IN THE SE 1 /4 OF SECTION 25, T.3N., R. 1 W. , B.M., Q W CITY OF MERIDIAN, ADA COUNTY, IDAHO w 2023 z J 0 LF) CP&F INST. NO. J O CP&F INST. NO. CP&F INST. = = 2022-0$2122 N0. 2Q22-027152 _ _ N89'23'56"W 1320.68' W. HARRIS ST. 2022-082121 N89'29'05"W 1320,30 25 30 U 0 Q C 1/4 - - - - - - - - - - - - CE 1/16 230.91' 1089.39' 1/4 rn V w rCID o, o 00 a' � � m N GRAYCLIFF ESTATES 1103 BK _ PGS -_= PLS 14221 0 ,o, 11-1 Q ( n O ;5 EnZ lJ J w O W U W. NORWICH ST. LLJ m S89'32'35"E 153.00' to � o' 40' 80, 160'CD O Q GRAYCLIFF ESTATES SU$D. N0. 4 GRAYCLIFF ESTATES SUBD. NO. 4 I L.L Q r 93.00 L1 L2 BK ___ PGS 3 o=r--------.-----Q - - BK ___ PG5 _ SCALE: 1"=80' 39 j I M 4278 sf QD __589'32_'35" ;� I u4 N I N .� o CD ° POINT OF BEGINNING W I CD . 61.34 103,06 LL_ Q 8 4'15 sf 7� I w t26 S89.04'16"E I NOTES sss'32' 5 o I S89'04'16"E 673.76' o N7a 55 Z F4 t11 ;------- ---- , I � 0 0 52.78'_ 46.0D'_ 46.00'. 46.00'_ 46.00'_, 46.00'_, 46.ODt_, 46.OD'_, 46.00'_, 46.D0_, 46.00' , 46.00'_, r_46.o0'_, �__53.98'� L12 0 4642 sf 27 } 1-UNLESS OTHERWISE DESIGNATED OR DIMENSIONED,THERE SHALL BE A PERMANENT EASEMENT FOR -----93.00' �" 0 0 oI � � � f „ 5 i co O col Cri . O O O ,15.OD „ , , 5' ' I_,_I co 98.77' co L� o 41 4278 sf o I z N 30 29 wi 28 wil 27 �' 26 w 25 , 24 23 w 22 w 21 w, wl wl i i ¢ _--J� CIDPUBLIC UTILITIES AND LOT DRAINAGE OVER THE TEN(10)FEET ADJACENT TO ANY PUBLIC STREET. THIS = 19 18 17 16 1.5' rn y �c'I w F F wl N89'04'16 W y i0 z SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS BLOCK c" EASEMENT SHA W ___ a0i� Odi p id �i ,�� ' ��i i� i iCD �' dii i� v' dii i0 �� ii0 'n O. 00 erI W �_;____________`_� - - ' 1.5 I-; �i ri '� 'ni ic- 'N ri G' `1li rYi i ,n' �o i- yr o ,0 0 N S89'32'35"E 3Q 3Q' of �' of rn ;n' rn �^ Ki Ki to v z ~ 1,5 3 �r rn n irn !� r�i rri rs �n tn° r m m �, ,o m in o o r� I ¢ TO EACH LOT. Q of I��'o to �, N �r r� �k "' BLOCK 3 :ter N I W o cn o O 93.00' z' z' z1 'z zg 1 z o' o' o' of �I E N 28 0 � w 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A o i z , z, , z z 42 „ 1.5' I I „ z; zl ZI 11 o z z 4349 sf nI C BLOCKi 7 �5' ; ; ; ; +5' BLOCK' '7 z' i"' 5714 sf o l PERMANENT EASEMENT FOR PUBLIC UTILITIES,GRAYCLIFF ESTATES SUBDIVISION HOMEOWNERS c,• \�' 22 2fi` 15.00' L L L f, , ¢ a� o N N ASSOCIATION INC.PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5)FEET ADJACENT TO ANY a' __S8932'35"E� 46.Q0' 46.OQ' J 46.00' J 46C'j .00' J 46.DQ' J ` 46,00' J 46.00' J 46.04' 46.00' J 46. J 46.DD' J 46.00' J 47.48'- 30' I 30' }- I Q cp i N - o ts� - - - _ _ CO_ "'o^o N o 99.47 Gp p 10' b 1395 sf - o - �� vi � - 8 - m INTERIOR SIDE LOT LINE AND THE TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION I 6.69' 46 "' to 1`0 10' p 10' cv 0- BOUNDARY. �' 43 4661 sf _ _ _ s89'o4'1s"E W. LYRA ST. p va r c� - - - _ _ S89'04'16'E �' cf 306.62` - - - - - - - - - _ _ - _ M S89'04'16"E 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN w`L ---589' Z°35"E -� \ oM 366.62' 120.39' 3 I EFFECT AT THE TIME OF THE RE-SUBDIVISION. ----_ -_-u>_ C7 10 0 4i oM "CD m _ _ _ _ _ _ _ a' "' `' 4-IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE 31-3805(1)(b). 0 1Q1.25' o o; ^� -Cs _ tL."', � I ¢ �1 _ _ _ _ _ _ THIS SUBDIVISION FALLS WITHIN THE THE BOISE-KUNA IRRIGATION DISTRICT,AND ALL LOTS SHALL BE Y o 44 4649 sf zO: c�ri ;� 38.62', r_46A0'_, 46.00'_ 46.00' , t 46.00t_, T47.50 30' 51.02'_ 46A0'_ 46.QD'_ 46.D0'_, 46.00' 56.40'__, 46.OQ'_, 46.00'_, 64.69'_, r- U] �i N 47 5 i' i' I it ca D' ___14�8T -L3 O 49 50 51 52 5' f co SUBJECT TO THE ASSESSMENTS OF SAID IRRIGATION DISTRICT. 48 53 o = ; O ; ; r O i i O I © = ® ® j I w , ,c , is ii3 Wi Lek +-, , Wi ,� r ret `v, iss e „ U -�N89'3235W 125.87 y QI o' '� o o i� " o s o a o y d I- y d; 5-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVI510N SHALL BE IN COMPLIANCE r;i Kii 'ice il n o' "�n a ' 0 00 ,� m �; ;o y `r' 'o o �r iQ ", iQ t oo o WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. rn 45 � ,� Ok I p N m, i;n cv ,,f) N Mi Mi i�['] O ry ini tC7 i!Y ,Q w , i� Qo i i Q ao cif] `r ip N , ,p �' , 3 m v phi i� phi i;n OI 1, ;f] r'] ;n' irri N lf?� rM it4 �„� ,� LL'] � i p 2 �i 1 ins i r , ' Q i i 7 I m hof m of rn Q7 :ni , v 0 ,, cam, ;CS; ,', ry u) �") ;n K; cn z, z; o za a' ;o o' m m 6-MAINTENANCE OF ANY IRRIGATION, DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY � 719C Sf Lq io J' z, , Zi Zi_____ __ ��BLOCK_� �5 � c" _ � � � � BLOCKS ,� OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATIONIDRAINAGE ENTITY. 125.41' L 48.71'-J 46.DD' 46.00' 46.0D' 46.OD' J 46.00' 54.D0L6 57.51 46.00, 4600 46.00 46.00 Sfi.QD' 4346,00 5601' 7 THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22 4503, RIGHT TO FARM ACT,WHICH STATES: NO 16�w 963.64' I AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A 0 o NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN UNPLATTED UNPLATTED w THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM = THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. 25 30 8-LOT 46,BLOCK 5 AND LOT 23, BLOCK 7 ARE DESIGNATED AS COMMON AREA LOTS TO BE OWNED AND W. AMITY ROAD MAINTAINED BY THE GRAYCLIFF ESTATES SUBDIVISION HOMEOWNERS ASSOCIATION INC.,OR IT'S 36 31 ASSIGNS,AND ARE SUBJECT TO BLANKET PUBLIC UTILITY, DRAINAGE,AND PRESSURE IRRIGATION EASEMENTS. ALL OTHER LOTS IN THIS SUBDIVISION ARE FOR SINGLE FAMILY DWELLINGS. LOT 46, BLOCK CP&F INST. 5 IS ALSO SUBJECT TO A BLANKET CROSS ACCESS EASEMENT FOR DRIVEWAY ACCESS TO ADJACENT LOTS = W NO. 2022-027153 43,44 AND 45 OF BLOCK 5. THE COMMON DRIVEWAY SHALL INCLUDE A PAVED SURFACE CAPABLE OF W SUPPORTING FIRE VEHICLES AND EQUIPMENT AS SET FORTH IN THE CITY OF MERIDIAN UDC 11-6C-3D.8. LEGEND THE EASEMENT AND COMMON DRIVEWAYS SHALL BE OWNED AND MAINTAINED BY THE GRAYCLIFF = CURVE TABLE LINE TABLE ® ESTATES HOMEOWNERS ASSOCIATION, INC. FOUND ALUMINUM CAP MONUMENT 9-THIS DEVELOPMENT IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR GRAYCLIFF CURVE # LENGTH RADIUS DELTA BEARING CHORD LINE # LENGTH DIRECTION 0 FOUND BRASS CAP MONUMENT ESTATES SUBDIVISION, RECORDED AS INSTRUMENT NO.2022-064567, RECORDS OF ADA COUNTY, IDAHO, AND AS SUCH MAY BE SUBSEQUENTLY AMENDED. C1 46.88' 30.00' 89'31'42" N4418'25"W 42.25' L1 30.00' S89'02'54"E O FOUND 1.5"IRON PIPE IN MONUMENT WELL 10-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT TEMPORARY C2 93.75' 60.00' 89'31'42" S4418'25"E 84,50' L2 30.00' N89'57'45"E ® FOUND 518"REBAR WITH PLS 11118 LICENSE AGREEMENT RECORDED AS INSTRUMENT NO.202= , RECORDS OF ADA COUNTY, IDAHO. PLASTIC CAP,OR AS NOTED 11-THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST C3 34.33' 90.00' 21'51'28" S10'28'19"E 34.13' L3 25,00' N89'32'35"W FOUND 112"REBAR WITH PLS 11118 ESTABLISHED NORMAL GROUND WATER ELEVATION. PLASTIC CAP,OR AS NOTED C4 5.30' 90.00' 322'37" S23'05'21"E 5.30t L4 9.19' S44'04'16"E 12-THIS SUBDIVISION IS SUBJECT TO THE DEVELOPMENT AGREEMENT AND AMENDMENTS TO THE O SET 112"REBAR WITH PLS 11118 DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NOS.2015-112095,2019-186664,AND 2020-066784, PLASTIC CAP C5 40.43' 90.00' 25'44'23" S37'38'51"E 40.09' L5 30.00' N89'04'16"W RECORDS OF ADA COUNTY, IDAHO. SET 518"REBAR WITH PLS 11118 C6 53,17' 90.00' 33'51'04" S67'26'35"E 52.40' L6 30.00' N89'04'16"W ® PLASTIC CAP LLJ ❑ CALCULATED POINT, NOT SET o C7 7.39' 90.00' 4'42'10" S86'43'11"E 7.38' L7 9.19' N45'55'44"E N - - - - SECTION LINE 7 CD L8 30.13' S615'44"W - - CENTER LINE rn z U L9 30.13' S615'44"W ADA COUNTY HIGHWAY DISTRICT PERMANENT W N I m EASEMENT LINE PER INSTRUMENT NO. 1, , _r7 M LI N L10 9.19' N44'04'16"W Wz � ``� l PUBLIC UTILITY,PRESSURE IRRIGATION,&LOT LI_ L11 34.fiT N78'55'26"E DRAINAGE EASEMENT LINE-SEE NOTES 1 &2 ^ Q w o N > } L12 30.6T N7855'26"E SUBDIVISION BOUNDARY LINE zV � (D w o of o LOT LINE �'-i wcc vfi v w L13 9.19' S45'55'42"W ADJACENT PROPERTY LINE �LAN ♦�` o P 18 LOT NUMBER �(j T `r�/,pL V M m o � SURVEY NARRATIVE 4� ELa:n z Y CLINTON W. HANSEN O Q w w LL THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM a 1 11 18 Land? Iutg veyrng and Consulting = Q J � SURVEYED TIES TO CONTROLLING SECTION CORNER MONUMENTATION, PLS 11118 N O o U o LL_ o THE PLATTED SUBDIVISION BOUNDARY OF GRAYCLIFF ESTATES C� �, OZ U. _ 9 P- 231 E. 5TH ST., STE. A SUBDIVISION NO.2, GRAYCLIFF ESTATES SUBDIVISION NO.4, Qfr �� MERIDIAN, ID 83642 INFORMATION FROM RECORD OF SURVEY NUMBERS 7547 AND 12018, TO NPR (2�$)2MERI I fax {283 288-2557 12859,AND CURRENT DEEDS OF RECORD. THE SURVEYED N W MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS www.landsolutions.biz WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. JOB NO. 21-29 SHEET 1 OF 3 SHEET C2 . 0 Lf) 00 L0 i N cy) O O 00 GRAYCLIFF ESTATES SUBDIVISION NO . 5 BOOK , PAGE Q W w z J 0 Ln CERTIFICATE OF OWNERS ACKNOWLEDGMENT J O Q � _ KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN STATE OF IDAHO Q ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF GRAYCLIFF ESTATES COUNTY OF ADA S.S. 0 U SUBDIVISION NO. 5; r A PARCEL LOCATED IN THE SE '/ ON THIS DAY OF 20 z , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY OF SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, APPEARED THOMAS COLEMAN, KNOWN TO ME TO BE THE PRESIDENT OF KB HOME IDAHO LLC, A DELAWARE LIMITED LIABILITY COMPANY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF OWNERS"AND ACKNOWLEDGED TO ME THAT SAID LIMITED LIABILITY V 0 COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE NORTHEAST CORNER OF THE SE % (E %CORNER) OF SAID SECTION 25, COMPANY EXECUTED THE SAME. (D Z FROM WHICH A 1.5 INCH DIAMETER IRON PIPE MARKING THE SOUTHEAST CORNER OF SAID SECTION 25 BEARS S 0032'44"W A DISTANCE OF Q 2664.85 FEET; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST 0 THENCE N 89"29'05" W ALONG THE NORTHERLY BOUNDARY OF SAID SE '/4 A DISTANCE OF 1089.39 FEET TO A POINT; ABOVE WRITTEN. w (f) (—) MY COMMISSION EXPIRES 0Y L�J THENCE LEAVING SAID BOUNDARY S 0"36'04" W A DISTANCE OF 1183.15 FEET TO A 518 INCH DIAMETER IRON PIN MARKING AN ANGLE POINT O Q ON THE EASTERLY BOUNDARY OF GRAYCLIFF ESTATES SUBDIVISION NO. 4, AS SHOWN IN BOOK OF PLATS ON PAGES THROUGH RESIDING AT LL RECORDS OF ADA COUNTY, IDAHO; W Q m THENCE ALONG SAID EASTERLY BOUNDARY S 6015'44"W A DISTANCE OF 165.30 FEET TO A 518 INCH DIAMETER IRON PIN MARKING THE L_L_I SOUTHEASTERLY CORNER OF SAID GRAYCLIFF ESTATES SUBDIVISION NO. 4, THE POINT OF BEGINNING; NOTARY PUBLIC FOR THE STATE OF IDAHO Z LL- Q THENCE CONTINUING S 6015'44"W A DISTANCE OF 259.88 FEET TO A POINT; L� THENCE N 89004'16" W A DISTANCE OF 963.64 FEET TO THE SOUTHEASTERLY CORNER OF GRAYCLIFF ESTATES SUBDIVISION NO. 2, AS SHOWN IN BOOK 124 OF PLATS ON PAGES 19872 THROUGH 19875, RECORDS OF ADA COUNTY, IDAHO; W THENCE ALONG THE EASTERLY BOUNDARY OF SAID GRAYCLIFF ESTATES SUBDIVISION NO. 2 N 0027'25" E A DISTANCE OF 331.99 FEET TO A L_L_I POINT MARKING THE SOUTHWESTERLY CORNER OF SAID GRAYCLIFF ESTATES SUBDIVISION NO. 4; THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID GRAYCLIFF ESTATES SUBDIVISION NO. 4 THE FOLLOWING COURSES AND DISTANCES: THENCE S 89°32'35" E A DISTANCE OF 153.00 FEET TO A POINT; THENCE S 0'27'25"W A DISTANCE OF 87.24 FEET TO A POINT; THENCE S 89°04'16" E A DISTANCE OF 673.76 FEET TO A POINT; THENCE N 78"55'26" E A DISTANCE OF 61.34 FEET TO A POINT; THENCE S 89004'16" E A DISTANCE OF 103.06 FEET TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 5.86 ACRES MORE OR LESS. CERTIFICATE OF SURVEYOR ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN LL- HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, AND THAT O THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND Q— THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE N EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. LA Q r G� LLJ IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF 20_ <v �F' 4 Z W o LL- _ CLINTON W. HANSE O KB HOME IDAHO LLC, A DELAWARE LIMITED LIABILITY COMPANY a 1 1 1 1 M (� PLS 11118 n �� 02, OF �GTON W NPR BY THOMAS COLEMAN, PRESIDENT, KB HOME IDAHO LLC. Ln w Q N � Z � � m � O � Z U WN � � � m W -00 �' cf) o � 0 J Q W ON N � >- W O �I Of L c� W W W O (� U ON U/) = LLJ CD 0- CD V � m m LLa:n ? Iuti ons �Landveying and Consulting = Q � � 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208)288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 21-29 SHEET 2 OF 3 SHEET C2 . 1 Lf) 00 L0 i N CC� O O GRAYCLIFF ESTATES SUBDIVISION NO . 5 BOOK , PAGE ° z O � cn Q W w z J 0 Ln HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR J O Q � SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I U 0 Q ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH PLATS AND SURVEYS. V SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. z v ADA COUNTY SURVEYOR 0 (7) 0 Uj CENTRAL DISTRICT HEALTH, EHS DATE O ~ LL Q 0 LU � Q CERTIFICATE OF THE COUNTY TREASURER W I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE Z REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT LL_L� Q COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. 1 THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. U EL APPROVAL OF CITY COUNCIL >_ LL-1 W � I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF DATE: 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER CITY CLERK CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO COUNTY OF ADA S.S. INSTRUMENT NO. L� I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF O LAND SOLUTIONS, P.C., AT MINUTES PAST_O'CLOCK_ .M. ON I� THIS DAY OF , 20_, IN BOOK OF PLATS AT PAGES � APPROVAL OF THE CITY ENGINEER Q W I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY W APPROVE THIS PLAT. DEPUTY EX-OFFICIO RECORDER LL _ FEE: CITY ENGINEER-- MERIDIAN, IDAHO PI_LA ND Q 5 G S T G.p zCD CLINTON W. HANSE d 1 118 rn z cY PLS 11118 '�'�1� 2, APPROVAL OF ADA COUNTY HIGHWAY DISTRICT ��j 9TF `0 �2 Uj � M N cn J � OF � � o N } THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY �T0N W L.NP a N CD I Of DISTRICT COMMISSIONERS ON THE DAY OF , 20_ z Q z Y c' W W W N U ON = W CD CD _ ? 1utf �Landveying and Consulting < = Q � PRESIDENT, ADA COUNTY HIGHWAY DISTRICT 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208)288-2040 fax (208) 288-2557 www.landsoiutions.biz JOB NO. 21-29 SHEET 3 OF 3 SHEET C2 . 2 Lo 00 Lo EXISTING I 1+ y � N GRAYCLIFF #4 3 00 f I I 0 30' 60' 3 16.18 TRC - - a 00.29 16.501 -0+00.28 16.50R I CD16.18 TRC SCALE 1" - 30' O _ O 2 ! 2 S o? Cn z I i O 11 ` 60.00' W 39 O1 O O3 O4 51 6 O 8. g KEYNOTES w 33.00' 16.00 TRC 0+45.16 16.50'L BLOCK 7 O O z SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT TO CONNECT TO EXISTING 0+45.50 16.50'R �.• 16.00 TRC O ASPHALT AND AS NEEDED TO ACCESS EXISTING UNDERGROUND UTILITIES. J CONTRACTOR TO SAWCUT AND REPAIR PER ISPWC AND ACHD SUPPLEMENTAL 40 w EXISTING EXISTING DRAWINGS SD-301, SD-303 AND SD-806. Ln - GRAYCLIFF #4 GRAYCLIFF #4 0 10 0•;: o i i O REMOVE EXISTING ROAD BARRICADES, REUSE IF POSSIBLE/NEEDED. J J CD I 3" I CONNECT TO EXISTING CURB, GUTTER, AND ASPHALT. CONTRACTOR TO FIELD Q 0+86.74 16.501 _ O3 VERIFY CONNECTION ELEVATIONS BEFORE CONSTRUCTION. IF DISCREPANCIES U C Q BLOCK 5 15.82 TRC " 4.6:1 15.83 TRC OCCUR, CONTRACTOR TO CONTACT ENGINEER OF RECORD FOR REDESIGN. 0+91.50 16.50'R o i 11 +I I INSTALL CATCH BASIN #1 PER ISPWC & ACHD SUPPLEMENTAL �J _ DRAWING SD-604A TYPE IV. z 9 i TRC = 2715.63, 12" INV. OUT = 2712.70, SUMP = 2711.70 - 0 8 I 5 (Q25=0.65CFS, Qioo=0.91CFS) BEAR CLAW STA: 0+00.00 V Z 0 ^� 4 `-v LYRA STA: 5+50.37 INSTALL t30LF OF 12" C-900 @ 0.50%. 0 u 6 rl- 17.46 CL O5 12" INV. @ CB#1: = 2712.70' O 4 15.63 TRC 21 t1+37.50 16.50'L U 12" INV. @ CB#2: = 2712.55' LIJ 1+37.50 16.50'RI F!t37.50 15.63 TRC & 29 O 28 27 26 25 023 22 W 7 ;5 71 CL m INSTALL CATCH BASIN #2 PER ISPWC & ACHD SUPPLEMENTAL O Q 42 15.69 TRC 1+49.99 16.50'L DRAWING SD-604A TYPE IV. 15.69 TRC J J J J J J J J J J J 6 1+49.99 16.50'R o 0 0 0 0 0 0 0 0 0 o TRC = 2715.63, 12" INV. IN & OUT = 2712.55, SUMP = 2711.55 IL Q 1+49.99 n Un Ln Lo Un E5 Ln L Ln 15.77 CLcD co co cD cD co co co (025=1.06CFS, Qloo=1.48CFS) ui _ _ 00 (� p � p � p � � N o � � � o � W rn co Ci G6 4 o coCD Lo 11 ^ Ki I� ^ � ^ r6 ^ INSTALL t4LF OF 12" C-900 @ 1.25%. + + M + + + + O 12" INV. @ CB#2: 2712.55' Z 12" INV. @ S&G TRAP #1: 2712.50' C i W O INSTALL 1-1000 GAL SAND & GREASE TRAP #1 PER ISPWC SD-624.13 0 x - m SEE DETAIL SHEET C3.3. 2+43.75 5+13.87 5+86.87 n'I U 17.31 CL 17.61 CL C/) \ 16.23 CL INSTALL 1OLF OF 12" ADS N-12 (NON-PERFORATED) @ 0.00% SLOPE ' ��_ - 3+00 W. LYRA ST. 4+00 o b 5+00 - - 6+00 W. LYRA ST. 2 16.17SW \ / + - I -' - -I - - p nl O 5LF TO EXTEND INTO SEEPAGE BED. W II �� co M SEE DETAIL ON SHEET C3.3. 17.02LIP 12 43 11i.19FG�� 1j ,� 17.32LiP 16.40TBC� j W 1 INSTALL SEEPAGE TRENCH #1 - 15'W x 11'D x 116'L O SEE DETAIL ON SHEET C3.3. 17.10LIP h ............................... O I /N'. ...................... 1 1 INSTALL MONITORING WELL PER ACHD SUPPLEMENTAL DRAWINGS SD-627 Nn -G C) �. i / 17.27LIP Ln drF 14 1 2 INSTALL 4' VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWINGS SD-708 In U, I- ^ eo ^ m ^ ^ I•n ^ 17.31 LIP_ IP rn I� M N co o ^ co ^ r7 ^ " + + + + + + + o a o + 1 3 INSTALL DRIVEWAY APPROACH PER ISPWC AND ACHD SUPPLEMENTAL DRAWING 16.60FG N N rn l+ l � _ `� L v �, BLOCK 5 �16.62TBC �� ID I � coro SD-710C. ENSURE SIDEWALK IS THICKENED TO 6" AT APPROACH. Q C) N ^ W 2718 / 47 48 49 50 51 0 52 53 cq cl� cq Ol 1 4 INSTALL 25' COMMON LOT DRIVEWAY. 16.41FG O M m + SEE DETAIL ON SHEET C3.3. vi n SEE SHEET C3.2 STANDARD STREET NOTES: CD C�d TANDYCROFT & LYRA PROFILE 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD -0+25 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 SUPPLEMENTAL DRAWING SD-712H TYPE "H2" UNLESS OTHERWISE CALLED OUT. 2730 2730 2 ALL PEDESTRIAN FACILITIES SHALL MAXIMUM CROSS SLOPE LESS N 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPSSHALLHAVETRUNCATEDDOMES VERTICAL SCALE PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID Z INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS Q NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' 0 3' 6' 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY SCALE 1" = 3' NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 2725 2725 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. Ln cn 1 00 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. o �xh oxoo 6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702. c1liCD _ ��P ,`Q.• � w rn o 0 �Q �`' 7. ALL SIDEWALK IS 5 FOOT DETACHED PER ISPWC & ACHD SD-709 WITH 8FT rn vi Y w cn �� PLANTER STRIP BETWEEN TOP BACK OF CURB AND SIDEWALK UNLESS OTHERWISE W N j n m a = CALLED OUT. _M Lol N z Q ^ �.� 0 o 8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH = �, oo vl J 2720 w ; 'o"' �.� `�^ 2720 ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. Q w N � r I� +N ~ J ^ CD COD I o cml cq o m 'm 9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. Uj w w zo � � oo m o�_ p� o I- 'n co c� CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF = oLLJ +^ "'Lo q,Lo^ p^ �' REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. o w o_ p m + +CIJ `V N EXISTING GROUND - �' m m - -00%- - - - - $4&% - - V m 0 m m CD c' _ _ - - - = - - -0-40%- - - - - - - - - - - - -.- - - - - - - - - - - z Y - - - = - - - - - - - - - - - - - - - - -0.40% - - - _ _ �� - - - �� 0.50% < = Q J m 0.50% o c� o Cl 2715 . . . . . . FINISHED GROUND 2715 . ✓ Sip NA L F 5 S T tip, 12" STORM DRAIN 8" WATER MAIN 11/07/23 c �rEOF ��P P tigO S. K1N�� 2710 2710 -0+25 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 SHEET C3 . 0 Lf) 00 Lo N N W E C'I O O o SEE SHEET C3.2 , ; O BEAR CLAW STA: 0+00.00 / BLOCK 3 I I U) LYRA STA: 5+50.37 ^ W 17.46 CL I• U o Q -o 28 ^ i 0 30' 60' 24 23 22 21 20 i 19 18 O 17 16 uj rn � z / m cc N / 00 J J J J J J / J _J _J J J O Q _J J I SCALE 1" - 30' J O O O O O O / O O O O O O C3 j LC) U U U U U U U U U U u U C6 L0 U CO Q' (O � CO � co D' CO �' CO �' c0 �' CO � CO � CO � CO � CO � � - I H H H H H H H H H H H - H F- 1 I Q O cn o2 N O a Ln ^O O O O N O O O O - O / m �'I I� n n 00 00 00 / 00 / 06 cD rn I� c0 r7 Cn I� O Ln + �i i + o+o a+o 18.07LIP o+ + (19.92EG) / 18.16LIP � � i J � O ..:•::::::::::::::::::::::::: ::: :::::::::::. :::::::::::::. :::::::::::::::::::::::::::::::::::::::::::::::.. Q O ... .................................. ....................::::::::::...................................................::::::::..::.. :.........................................::::.. o 0 2 / e 1 r............................................ . 10 i KEYNOTES U O Q U 5+13.87 5+86.87 / C 8+27.50 17.95LIP 18.08LIP 11 Z 17.31 CL 17.61 CL � O INSTALL 4' VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWINGS SD-708 z 17.76 CL 3 17.88LIP 18.17LIP W �00 - - 0 -W. LYRA ST,� o o - 7� - + - 8+- - - 9+00 W. LYRA ST. 1p}00 - 10t50 = 17.02LIP � M - INSTALL CATCH BASIN #3 PER ISPWC & ACHD SUPPLEMENTAL 4 8+80.49 9+53.49 �10+37..,3L7 DRAWING SD-604A TYPE IV.V) 1 17.32LiP 5 6 18.17 CL 18.46 CL nl O I" TRC = 2717.66, 12" INV. OUT = 2714.70, SUMP = 2713.70 O LEI TT07._ (Q25=0.47CFS, Q100=0.66CFS)Ld Q O N 17.10LIP O 8 - - 10 ICD 17.23LIP/ 1 INSTALL 131 LF OF 12" C-900 @ 0.48%. Ill i1 P / o � b rm m I 3 12" INV. CB 3: = 2714.70' o I 12" INV. @ CB#4: = 2714.55' U o \. I / U o U o U o U o U o 9 U o 9 o U o U o �� L i O Q CO CD cD CD (� (o (0 J .1' Cfl Cfl CD QCD - 00 m 1 INSTALL CATCH BASIN #4 PER ISPWC & ACHD SUPPLEMENTAL r� 17.31 LIP u7 00 oo rn o 00 7 m o 0o m m r� I N m rn m N m o m oo m m o N m � m r oo DRAWING SD-604A TYPE IV. W Ni r- cri ^ 00 ,� 00 m r- ri of r-i oo r-i ao 4 I Ln I ckfm m oo N N + N m I TRC = 2717.70, 12" INV. IN & OUT = 2714.55, SUMP = 2713.55 (� +n ¢ +n +0 c+o o+o 0o rn rn m -0.44CFS, Q -0.61 CFS W Plf Li ro �� U AMETRINE STA: 0+00.00 (Q25- loo- ) Z g I � 53 n' n' m LYRA STA: 9+16.99 INSTALL 14LF OF 12" C-900 1.25%. � r- O 18.31 CL co-, O 12" INV. @ CB#4: 2714.55'° 12" INV. @ S&G TRAP #2: 2714.50' 0 I SEE SHEET C3.2 INSTALL 1-1000 GAL SAND & GREASE TRAP #2 PER ISPWC SD-624. U O SEE DETAIL SHEET C3.3. W L� OINSTALL 1OLF OF 12" ADS N-12 (NON-PERFORATED) @ 0.00% SLOPE 5LF TO EXTEND INTO SEEPAGE BED. SEE DETAIL ON SHEET C3.3. OINSTALL SEEPAGE TRENCH #1 - 15'W x 11'D x 621 SEE DETAIL ON SHEET C3.3. OINSTALL MONITORING WELL PER ACHD SUPPLEMENTAL DRAWINGS SD-627 10 INSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE PER ACHD SD-1132A. TANDYCROFT & LYRA PROFILE 11 IR AIR I STATES 6+00 7+00 8+00 9+00 10+00 10+50 IRO WAY TO BEEUN EXTENDED FUTURE" PER ACHDSD1132B. L� 2730 2730 L� O VERTICAL SCALE 0 3' 6' STANDARD STREET NOTES: O SCALE 1" = 3' rl. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H TYPE "H2" UNLESS OTHERWISE CALLED OUT. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . 2725 2725 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN "'Li 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES pip Op . N PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID pp px� pxpp INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS <p�po ��Q `p• z NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' 5x Ox SIR �5 Li 71 `P 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR l�� r-0') oo FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED oo m �00 0 00 WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY 0O n m r- a' `'to 06 t000 `' +r NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC CIJ IQ M o +q co EXISTING GROUND CD 00 co N� 0 w +N N co SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 2720 rn Ln.- +N �, ao N m c� / 2720 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION N �+n.N 'm m c' - - - - ✓ FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. ,n CD m " _ _ _ - - - - - - - - - LLJ - m _ _ _ _ _ _ - - 0.40% cn 0.40% 0.400 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. 0.75% - - - - - - - - - - - - -�40% 0.77% N i - -O�p� - - - - - - - - 6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702. �, cn N m 7. ALL SIDEWALK IS 5 FOOT DETACHED PER ISPWC & ACHD SD-709 WITH 8FT � � � rn FINISHED GROUND PLANTER STRIP BETWEEN TOP BACK OF CURB AND SIDEWALK UNLESS OTHERWISE W i /) m CALLED OUT. tu _00 MLo N 12" STORM DRAIN 8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH = 00 v J 2715 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2715 ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. Q LP oN N � r 8" WATER MAIN z c~n w o "I 9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. w z � oo CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF W `� o " �' w REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. o w m m m o w o z z Q w L J o = Q - 2710 2710 NA` F C-) ST AG' 9412 11/07/23 �rEOF �OP Q tiq S. K1N�� 2705 2705 5+00 6+00 7+00 8+00 9+00 10+00 10+50 SHEET C3 . 1 Lo 00 Lo KEYNOTES ' N SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT TO CONNECT TO EXISTING C') O ASPHALT AND AS NEEDED TO ACCESS EXISTING UNDERGROUND UTILITIES. 0 30, 60' 0 30' 60' 1 CONTRACTOR TO SAWCUT AND REPAIR PER ISPWC AND ACHD SUPPLEMENTAL 0 Z DRAWINGS SD-301, SD-303 AND SD-806. C� 00 O REMOVE EXISTING ROAD BARRICADES, REUSE IF POSSIBLE/NEEDED. 1 z SCALE 1" = 30' SCALE 1" = 30' Ir- O CONNECT TO EXISTING CURB, GUTTER, AND ASPHALT. CONTRACTOR TO FIELD VERIFY O OCCUR,CCONNECTION ONTRACTORETO CONITACTBEENORE GIN ERNOFRRECIORD IFORISREDESIGN. W O4 INSTALL 4' VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWINGS SD-708 Z J SEE SHEET C3.0 ( ,N� SEE SHEET C3.1 I INSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE PER ll O O ACHD SD-1132A. RE-USE FROM PREVIOUS PHASE, IF POSSIBLE. Q Ln o o N ro I,- I INSTALL TYPE III ROADWAY BARRICADE WITH SIGN THAT STATES J Lo v Q O O O "ROADWAY TO BE EXTENDED IN THE FUTURE" PER ACHD SD-1132B. J O UNPLATTED N o I RE-USE FROM PREVIOUS PHASE IF POSSIBLE. i 31i If J EXISTING U 0 Ln � GRAYCLIFF #4 (� M � 17.02LIP � 0O z _ + °' + 17.88LIP + 0O (18.50EG) 5 I a 3 STANDARD STREET NOTES: (� m 0+36® I .5C 16.50'L LYRA STA: 5+50.37 N , 17I95LIP 18.28 TRC 2 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD �n V O SUPPLEMENTAL DRAWING SD 712H TYPE "H2" UNLESS OTHERWISE CALLED OUT. (� BEAR CLAW STA: 0+00 _ 0 0+45 0'� 4 \0_q 0.66% 17.46 CL 4 0 1+29.38 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN O 1+23 6 17.63 CL 17.27LIP 17.10LIP LYRA STA: 9+16.99 0 LI 3 18.90 CL 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES W U U 18.26 CL / O 18.07LIP ::::::::::::::: AMETRINE STA: 0+00 0 00 _ S. AMETRINE AVE. 1+00 1+50 PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID W 1+50 1+00 0 00 w 18.31 CL + 1 - INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS O . . . . . . . . . . . . S. BEAR CLAW AVE. 18.16LIP 0+45 3 f� 1 ) NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' LL �17.31 LIP 17.23LIP � �--i 0.43%� 18.08LIP---� 18.45 CL 0.43% 1 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR I„I„I 5 O N r FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED (� 1+32.89 16.50'R 3 WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY 18.77 TRC NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWCir W ` SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. (18.69EG) J �° 18.17LIP 2 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION " Q " �`o FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 17.32LIP N ^ N BLOCK 9 co u 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. + o , o I 6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702. W n � 0O N O iv 7. ALL SIDEWALK IS 5 FOOT DETACHED PER ISPWC & ACHD SD-709 WITH 8FT O n O I PLANTER STRIP BETWEEN TOP BACK OF CURB AND SIDEWALK UNLESS OTHERWISE 00 C6 + + rn CALLED OUT. 8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH n I ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. SEE SHEET C3.1 SEE SHEET C3.1 9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. Q BEAR CLAW PROFILE AMETRINE PROFILE W 1 +50 1 +00 0+00 0+00 1 +00 1 +50 LL_ C�d O VERTICAL SCALE VERTICAL SCALE ll:::� 0 3' 6' 0 3' 6' O SCALE 1" = 3' SCALE 1" = 3' U Z 2730 2730 2730 2730 0 Q 2725 . . . . . . . . . . . . . . . . . . . . . . . . 2725 2725 . . . . . . . . . . . . . . . . u_-) 2725 w °9° Q w aX °X° m ' o � w z c� CDC:) c(9�9• _11P�4- 0+18.50 "' _ W o Q 0+18.50 S�SXSO P�� GB 2718.10 00 CD rn GB 2717.17 OX �j o rn o, a,�_ W N c) C/) m ON C,toOQ OM OO a0 +� tu .00 M N I�02 OQ O +r- N Cncn Li +^ o +N o N EXISTING GROUND C° oo J `` N O O U W w 7 U J 2720 m +N _^ o�2720 2720 �, +m m w o � r " 2720 C� ~ " r w EXISTING GROUND O m o N " z w +n Q Z (n Y O (D o m - 0.40% w W � o w C' -2.0000° 1.75� - - - - - - - - - - - - o o m 0.81% - mLLJ o i 1.7510.1 2.00% FINISHED GROUND z Y FINISHED GROUND 0.00%- Q w w 0 m = Q J m 2715 . . . . . . . . . . . . . . . . . . . . 2715 2715 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2715 5S\o NA` FAG' o � 9412 11/07/23 �rEor P 2710 2710 2710 2710 1+50 1 +00 0+00 0+00 1 +00 1 +50 SHEET C3 . 2 Lf) 00 L0 z NOTE: SEE PLANS FOR LOCATIONS OF MONITORING WELLS, THIS DETAIL ONLY SHOWS THEM FOR SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20 18" ADS N-12 12" SDR-35 IN s REFERENCE AND DISTANCE FROM TRENCH. WELL "A" MAY BE LOCATED ON EITHER END OF SOLID WALL OUT TO FROM CB#2 SEEPAGE TRENCH AND SHALL BE LOCATED ON OPPOSITE SIDE OF THE STREET FROM SEEPAGE BED. Q SEEPAGE BED #1 O I yo 50' SEE TRENCH DATA TABLE - THIS SHEET C) 5' FROM END OF TRENCH 2:SO ADS N-12 TO ACT AS MARKER O II I SOLID WALL OUT TO MONITORING — SEEPAGE BED #1 WELL "A" Cn II II II II w Q w i 0 W MONITORING U' wPER cn Q>'I ACOHD MONITOR WELL W627 WELL "B" Z II II II II , O O O O O O O O O O O O O O O O O O O m J 0 : T_l —8 0O �� O— 9 9 9 - $ � —O O— H b II II — 1. O 0 O O O O O O O O O O O O O O O O O O O Q (� �d o — Ln 18" PERFORATED PIPE. EXTEND NON-PERFORATED PIPE = 12" SDR-35 IN SEE DETAIL 4 THIS SHEET. z J MIN. OF 5' INTO SEEPAGE BED LLJ � FROM CB#2 INSTALL SOLID CAP AT END OF F__ OUi SAND/GREASE TRAP 18" SOLID ADS N-12 PLAN VIEW PERFORATED PIPE LLJ LID AND/OR SDMH LID U O Q TO BE FLUSH WITH TOP OF TRENCH TO BE A MINIMUM MONITORING WELL HS 25 RATED STRUCTURE HS 25 RATED STRUCTURE 0 LID TO BE FLUSH WITH LID TO BE FLUSH WITH FINISH GRADE OF 2.00 FOOT BELOW FINISHED GROUND, PER ACHD SD-627 (� FINISHED SURFACE FINISHED SURFACE TOP OF SIDEWALK AND CURB. (TYP) ENSURE WOVEN GEOTEXTILE LOW PROFILE RING LOW PROFILE RING - - 7 FG t2715.75' AND COVER TYP. FG t2715.25' AND COVER TYP. zLi FABRIC TRENCH. NON EWOVEN R TOP OF BE — NATIVE BACKFILL TOP OF TRENCH � � '` SIDES OF TRENCH rrnn • : • : • : SLOPE% MIN. N o MO BE OVER PIPE ROCK — — — !-,: •• :•;..r — — — USE CONCRETE COLLARS — — — Y :•;..• — — — USE CONCRETE COLLARS Q •• •^ Y O O O O O O O O O O O O O O O O O _ _ _ K '~' '••� _ _ _ AS NEEDED TO BRING — — — '_••�• •y — — — AS NEEDED TO BRING I —0 e a 0— a a 0— RIMS TO FG ELEVATION RIMS TO FG ELEVATION CD 18" PERFORATED PIPE. I n/ W EXTEND NON-PERFORATED PIPE SEE DETAIL 4 THIS SHEET. o L.L TOP 2712.40' TOP 2714.40' MIN. OF 5' INTO SEEPAGE BED O Q OF CONC. o OF CONC. I 3/4"-2" FRACTURED DRAIN ROCK 20" 20" 18" SOLID ADS N-12 DRAINAGE GEOTEXTILE 12" IN FROM CB #2 12" IN FROM CB #4 SECTION TYPE 1 NON-WOVEN w Q INVERT = 2712.50' INVERT = 2714.50' I I (ISPWC SECTION 2050). 18" OUT TO 18" OUT TO SEE TRENCH ELEVATION TABLE FOR BOTTOM ON SIDES OF TRENCH LJ—I 6 j SEEPAGE BED #1 MIN._� SEEPAGE BED #1 OF BED AND BOTTOM OF SAND ELEVATIONS OVERLAP MINIMUM OF 12" Z " MIN._ 6" INVERT = 2711.50' INVERT = 2713.50' / ao 0 IF GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL NOTIFY ASTM C-33 FILTER SAND IN THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF THE SEEPAGE ACCORDANCE WITH ACHD BMP 04 •t BEDS TO PROVIDE THE S-0" MIN. CLEARANCE BETWEEN GROUNDWATER I •7777' AND THE BOTTOM OF THE SEEPAGE BED. THE PORTION OF PIPE LYING IN DRAINAGE W SAND MUST BE WRAPPED IN A DRAINAGE FOOT PLATE (TYP.) CONSTRUCT GEOTEXTILE TYPE 1 (ISPWC SECTION 2050). 1-1000 GAL. SAND & GREASE TRAP #1 1-1000 GAL. SAND & GREASE TRAP #2 12" BELOW SEEPAGE FILTER SAND OBSERVATION WELL MUST EXTEND A MINIMUM C OF 1' BELOW BOTTOM OF THE SAND IN THE - NTS - PER BMP-01 - NTS - PER BMP-01 SEEPAGE BED. ACHD IS NOW INSTALLING ELECTRONIC MARKERS ON EACH CORNER OF THE DRAINAGE FACILITY. CONTRACTORS TO COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF THE MARKERS DURING IF ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TESTS PERFORMED CONSTRUCTION AND PRIOR TO BACKFILLING. ACHD IS CURRENTLY BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE SUPPLYING THE DEVICES. PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR WILL NEED TO BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED CRITERIA. A N5 �4s PERCOLATION RATE OF 8 INCHES PER HOUR WAS USED FOR DESIGN OF THESE 1-1 SEEPAGE BED. ONCE BED IS FULLY EXCAVATED, CONTACT ACHD INSPECTION SEEPAGE TRENCH DATA TABLE SERVICES TO VERIFY RECEIVING SOILS PERCOLATION RATES. \ I / APPROXIMATE SEEPAGE DIMENSIONS TOP OF ROCK TOP OF SAND BOTTOM OF 100 YEAR GROUND WATER \ I / TRENCH # WxDxL ELEVATION ELEVATION SAND ELEVATION DESIGN VOLUME ELEV PER THE SOILS REPORT PREPARED BY NATURAL RESOURCE SOLUTIONS, FEBRUARY 1 O W 15'xl1'x116' 2713.50 2702.50 2701.00 N/A 8250 17, 2021. GROUND WATER WAS NOT PRESENT IN ANY OF THE TEST PITS AND IS 3/4" PERFORATIONS IN VALLEY 2 15x1 1 x62' 2715.50 2704.50 2703.00 N/A 4396 EXPECTED TO BE 25-30' FEET BELOW EXISTING GROUND. (j'� I OF CORRUGATED PIPE. 5 EACH U W W Q W W � � W W SEEPAGE TRENCH DETAIL 18" PERFORATION SCHEDULE SCALE: NTS - NTS - SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20 (f� 0000/ P/L P/L TBC R.O.W. R.O.W. Ln 20'-0" 5.00' 60'-0" w cn Q 12" RIBBON CURB 33'-0" NCD i c� N FG ON LOTS 3:SLOPE 2.00% MAX 13'-6" 16'-6" 16'-6" 13'-6" N rn f W Im -� cn LANDSCAPE 0'-6" 5'-0" 8'-0" 2' 14'-6" 14'-6" 2' 8'-0" 5'-0" 0'-6" ui o 3" ROLLED CURB & GUTTER 3'1 F\LL t=^ w PER CITY OF CALDWELL C-701 S�pq EFl<< I 3.1 S v J o CN `��' f- 2.00% SLOPE 2.00% SLOPE --► z � � w o � CD _ Q Z (n Y O 71—mr, _ woo ALLEYS ASPHALT SECTION SHALL BE 5:1I _ I— III-1 I I— = � ppoTWO AND A HALF INCHES (2.5") THICK ' —�i�— F o 11 =III 11111111=„111- -111 111 . 111 -I I I, ,1 11 11 1,;l "' m m 4" OF 3/a" MINUS m c i MINIMUM 1 FT CRUSHED GRAVEL CONCRETE SIDEWALK PER z Y ISPWC AND ACHD 3: u w PLACE 10" MIN. OF 3 4" ROAD MIX. LEVEL LANDING SUPPLEMENTAL DRAWING < = Q COMPACTED TO 95% DENSITY. BEHIND BACK 14" OF 6" SD-709. o v o LL o OF SIDEWALK 3" ROLLED CURB AND GUTTER MINUS PIT RUN PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-702. 1p NA NATIVE MATERIAL COMPACTED 2Y" OF ASPHALT PAVEMENT 5S sr F� TO 95% DENSITY. EXTEND BASE MATERIAL 6" BEHIND LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH ( ") o C� CURB (TYP.) MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK 9412 25FT COMMON DRIVEWAY LOT SECTION TYPICAL 60' ROW STREET SECTION 11/07/23 - NTS - SECTION VIEW - NTS - C's,S,T�re of ioP��P SHEET C3 . 3 U") 00 Lo Y I ) E C) + C C) o? s 0 LLJ 0 40' 80' ui SCALE 1" = 40' CD c:) BLOCK 4 (D 8 BLOCK 4 16 z M cn .................. . .............. .................................................... ............................ ................ BLOCK 3 ........................................... ................ .. ........................................... . ............................ ...................... ............... ............ f ................. ................................................ ......................................................................... . ........................ LU x ........... . .... ..................... .... ........................................................ ................. ....................................... R Lli a p LLI 0 w EXISTING - - - i - _ w w RA .-NORIAII M ST— LL f— si -4 ui PHASE 4 — T LJ u > 00 SB ,L*1*1*1*1*1**'*'*'*'*'*'*'*'*'*'*'*'*'*—.'.*.*.*.*.*.*.*.*.*.*.*.*.*,*,*.,' '.*.*.*.'.... ................................. ......... ............................... ......... .............. ........ ............... .......... .......................................................... ...... . ............................. -------------------------------------- 'Ill,.............- ....................................................................................... .....................p 4 4 ....................................................................................................................... ... ....................... ................. .... .................. .... =P-t-- ...................................................... .... .... ........................... .................................... .................. ........... - ...................... ...................................... --------------- -j Al 1 A LL— E o 0 0-0) LU ,-N, BLOCK 7 8 BLOCK 7 LU EXISTING (-D >< I '.' EXISTING CD PHASE 4 Of C) PHASE 4 ; _ _ Id -v —T Id 4 PI LLJ 4 PI I d T V-5 BLOCK 5-Li Id i — I T T -Ld t- id -V V) LT ICIT Id VT id -V ----------r----------- U) Cl() m %.Y m 41 Ld27 Li C/) BLOCK 3 U LLJ 23 0 m vi m SEE SHEET C4.2 SEE SHEET C4. 4 V) z . ......... ...................................................... ........... .................... ... ....... ........................ ..... ............ .................. L ................ .............. tt - W. LYRA ST. w— 43 LINE A TF W. LYRA ST. << Li s LINE D s LINED c/) s cn < .................................................................................................................................................................................................. ... ................. ............ 00 ... ..................... ................... .......................................................... x ....................................................... LLJ ......... BLOCK 5 m 0') SEE SHEET C4.4 47 Lii 0 Lu LLJ LLJ m O O 0-i O O O O f�7 O g LLJ BLOCK 5 cr) 2"8 CN co IWL CD 3: -Lj cl, fn co PI(6") pli 3": 6 P I LLJ M 6 P 1 6 1 6 PI —T6 PI Pi 6T p, 6 ;1 6 PT 6 PIT— v) -00 Pi Ljj z4*= V) I L, 6T T- 6 cf) ::) I L� 6 6 PIT Pi -T— 6 P 1 6 P I p I 6Tp I --t-- 6 PTII co — 00 271, LLJ C) C,4 LLj Cli u (-D LLJ < = V) LJ E C) d - Lu CD 0- :2 CD 0 �2 m D-- m M � N� LLJ 3: c) < LLJ LLJ < -J C) LL- C) C-)S\o NA L FCC S T 9412 11/07/23 7E OF: SOP P SHEET C4 . 0 Lf) 00 Lf� W � SEE SHEET C4. 2 F � 1 SEWER LEGENDA. L >100�8 3 Q STA: 3+10 a_ o �, 0 7 J - - 32.0' R m00 s NEW 8" SEWER MAIN PER ISPWC AND I } - INV. 12.25 MERIDIAN SECTION 500. N _u o Z _ STA: 2+95 + O ss EXISTING 8" SEWER MAIN 48 0' L - - - - INV. 12.50 Q W NEW 4" SEWER SERVICE TYPE "D" PER N 6 0 30' 60' w ISPWC SD-511 AND MERIDIAN SW3 I 5 2 z ® cfl • 48" DIAMETER SEWER MANHOLE - 18 0 STA: 2+64 SCALE 1" = 30' J PER ISPWC SD-501. ±44 LF - - - � 32.0' R (I1 �0 8" C-900 INV. 12.10 _ Ln o EXISTING 48" DIAMETER SEWER MANHOLE N - O STA: 2+51 0 O I - - - - _ _ 48.0 L - - EXISTING ~� INV. 12.40 J O 4" SEWER SERVICE LABEL 2 STA: = SEWER MAIN STATIONING I 7 SSMH 2 J -STA: 6+82 43.0' L OR R = LENGTH OF 4" o 43.0' SERVICE LEFT OR RIGHT OF MAIN LINE. I , o PHASE 4 4 go-, STA: 2+26.79 WATER KEYNOTES U Q INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH ° t160 LF f40 LF 8" C 900 10 FEET BEHIND PROPERTY LINE. 4 PI 4 PI 8' C-900 0o FROM MH2REMOVE TEMPORARY 2" BLOW-OFF ASSEMBLY & CONNECT TO SERVICE LINES HAVE A MINIMUM 2% " 32.0' R D_ FI,\\, EXISTING 8 WATER MAIN � EXISTING 8 GATE VALVE. GRADE TO THE PROPERTY LINE. INV. 1 IF POSSIBLE SAVE TEMPORARY 2" BLOW-OFF ASSEMBLY FOR FUTURE USE.1.30 z 1 4 2 m - 0 M w w �\ 5 � O SEE AWATER/SEWER BNOTES LE E2&R00NINCOVER SHEEP C1.0 (n EXISTING CLO-1 3AV 1BOaOl,aNVl •S_ V Z ,� ' J^v� � • - STA: -0+00.00 - 2 0 2 2 \ \ /�0 Cr � 1�5 FROM CL03 SLEEVE WATER THROUGH STORM DRAIN SEEPAGE BED PER 0 WATER METER LEGEND s s 0 25 0 00 S 1+00 s \\ - - - - - - 71.4' R O CITY OF MERIDIAN STANDARD DRAWING W7. Lu C) � \ - _ �\o INV. 13.20 N U) U 3/4" DOUBLE METER SERVICE PER CITY OF - - 1 �\ 04 INSTALL 8" 90° BEND WITH THRUST BLOCK LL W \� MERIDIAN STANDARD DRAWINGS W-1 AND W-2. O Q INSTALL 1" SERVICE FROM WATER MAIN. II II - \ .. 2 . :: :: ... LL 3 Q 3/4" SINGLE METER SERVICE PER CITY OF \ INSTALL: TEE MJxFLG Q MERIDIAN STANDARD DRAWINGS W-1 AND W-2. f' O ( ) W SSMH 1 I.\ Oy 1 - 6" GATE VALVE (FLGxMJ) 00 INSTALL 1 SERVICE LINE FROM WATER MAIN. STA: 1+60.99 ��GR��,�x�o %�9�,coo � t 11 LF 6" C-900 I_J-I \>> f 17 p � EXISTING �� _ o �N _ � �o CENTER OF WATER METER TO BE 2' BEHIND + o + + + INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN Q BACK OF SIDEWALK (TYPICAL). `n I� �I I� �I I� o�I I- o 9 O WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8, J PHASE 4 a~n J _ SD-W9 AND SD-W15. 0 NOTE: O I Y Y 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS m 00 O O LOWER 8" WATER MAIN TO 6FT MAX OF COVER TO ALLOW 18" U AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. ' I m m o SEPARATION FROM WATER MAIN & 4" SEWER SERVICE CROSSINGS. W 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL W OTHER WATER LINES NEED 4' OF COVER. SEWER KEYNOTES FVE EXISTING 8" CLEANOUT & CONNECT TO EXISTING SEWER MAIN. ULATED 8" INVERT = 2709.15' RACTOR TO FIELD VERIFY ELEVATIONS BEFORE CONSTRUCTION. IF DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD FOR REDESIGN. SLEEVE SEWER SERVICE THROUGH SEEPAGE BED PER ACHD LINE A PROFILE 2 STORM WATER DESIGN DETAIL 07. W -0+25 0+00 1 +00 2+00 3+00 INSTALL 8" SEWER SERVICE CLEANOUT #1 WITH TRAFFIC RATED LID I PER ISPWC STANDARD SD-506A. STA: 1+88.00. I_J-I VERTICAL SCALE O3 t31.0' LF OF 4" SEWER SERVICE Z N 4" INV. = 2711.70 PIPE ANGLE = 135° 0 3' 6' INSTALL 8" SEWER SERVICE CLEANOUT #2 WITH TRAFFIC RATED LID o O PER ISPWC STANDARD SD-506A. W SCALE 1 = 3' 4 FROM SEWER SERVICE CLEANOUT #1 O f20.3' LF OF 4" SEWER SERVICE Z �� 2720 2720 4" INV. = 2712.20 W PIPE ANGLE = 135° LLJ cn w INSTALL 8" SEWER SERVICE CLEANOUT #3 WITH TRAFFIC RATED LID PER ISPWC STANDARD SD-506A. N EXISTING PHASE 4 mEXISTING GROUND FINISHED GROUND 5 STA: 1+94.00 Li cno � - - t28.3' LF OF 4" SEWER SERVICE FINISHED GROUND m a - - - - - - - - - - - - - - - - - 1 - - - - - - - 4" INV. = 2711.70 - - - - - - - - - I / PIPE ANGLE = 135° 2715 . . ii . I 2715 18" PERFORATED PIPE IN SEEPAGE BED #1 Z o oLn 1 INVERT = 2711.50' wQ EXISTING � 0 N j II UTILITY NOTESco 8" WATER MAIN II \ \ \\ \ \ \\ \ \ \\ \ \ \ \ \ z N c� CD 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN I 8" WATER MAIN (BEHIND) SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER W -C"" M LO� N 1 II II 2 - I METERS. SEE MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR z � o II 2 `--,--� 61.80 LF 8" SEWE CcD 0.43% REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF w - oo , v 2710 - - - 158,9g LF 8" SEWER - 271 0 METERS OR FIRE HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM J oN C w COVER. ALL OTHER MAINS TO HAVE 4 FT OF MINIMUM COVER. z cn cD w o CD w z � cc) - o 7 5 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS W w o `� w THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD o o EXISTING 8" 48"0 SSMH 2 DRAWING SD-403 �2 m m 48"0 SSMH 1 2+26.79 LINE A-SWR m o SEWER ® 0.40% 8"0 EXISTING CLO-1 i 1+60.99 LINE A-SWR RIM 2715.9t w o -0+00.00 LINE A-SWR 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. z Y RIM 2715.6f 8" IN 2710.25-E U RIM 2716.07t � w 8" IN 2709.89-SE 4" IN 2710.59-S Q w � J 8" IN 2709.15-S 8" OUT 2709.79-N 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. � = Q 8" OUT 2709.15-N 8" OUT 2710.15-NW o v o LL_ Cl 2705 . . . . . . . . . . . . . . . . . . 2705 NOTE: SRO NA L F� 5 sT 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE o C� TO FACE OF MANHOLE. 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 9412 INSTALLED WITH NO SUMPS. 11/07/23 3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. 0,S, re of 0, �P CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF CONSTRUCTION. 2700 2700 -0+25 0+00 1 +00 2+00 3+00 SHEET C4 . 1 LO 00 WATER KEYNOTES Ln N 0-4 0 30' 60' O1 INSTALL 8" 90° BEND WITH THRUST BLOCK W E C'I O POTABLE/NONPOTABLE PIPE CROSSING. O SCALE 1" = 30' SEE WATER/SEWER NOTES 2&3 ON COVER SHEET C1.0 S CO INSTALL: r z O1 - 8"x6" TEE (MJxFLG) 0 1 - 6" GATE VALVE (FLGxMJ) Cn t 11 LF 6" C-900 Q W INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN w O4 WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8, z Y SD-W9 AND SD-W15. - 30 29 O 28 27 26 25 24 23 22 21 20 INSTALL: � � � � m � � � � � � � � � � � � � � Ln O 1 - 8" TEE (FLGxMJ) - r' J A I 6 J n J IC I J 7 J J N N J CO J O J�.I I� J Imo.I N N ±_ ci r+.,_ N +�_ ci _ rfi _ Mi ,;_ r-i ,;_ M _ _ 2 - 8" GATE VALVE (FLGxMJ) I¢ ��I IQ � -I IQ ��I ±279 LF IQ ��I IQ ��I I ��I ��I fl60 LF 1 ��I f160 LF ��I �I z z z z z "z z ¢ z ¢ z ¢ z N 74 n �� 8" C-900 N �� N N v 8" C-900 v -J 8" C-900 N -J N -J 1 LOWER 8" J 0 q4 IJ IJ IJ O BETWEEN WATER RMAN &MAIN 6 SEWEFT R SERVICE OF ECROSS NGSW R TO ALLO 18" SEPARATION = = U t t t t t t t t t / u) U O Q 1 11 1 I I I fTl 0 W 4 fi ::::: :: I I I I""I"'I O LOWER 8" WATER MAIN TO 6FT MAX OF COVER TO ALLOW (� 1 6 2 6 2 6 2 I 5 7 I I 2 6 / 8" WATER MAIN CROSSING UNDER 8" SEWER MAIN. z LLJ w w w w w \ 2 W. LYRA ST. 0 I W. LYRA ST. l o / ��--��----�� _ �3S 6 -1-0 - - - - - - lah r2 6 - n - - STA: -1 I 'L� LINE A 3+00 4+00 5+00 6+ LINE A 7+00 S s o S s � o >>p. SSMH 4 WATER METER LEGEND O STA: 5+46.52SSMH 3 -6LINE A STA: 6+53.16 ^ mow/ U) C SSMH 2 2 ` J 3 4" DOUBLE METER SERVICE PER CITY OF 0. STA: 2+26.79 2 2 2 STA: 0+00.00 LINE B \ I MERIDIAN STANDARD DRAWINGS W-1 AND W-2. O Q 1 1 1 1 1 1 \ 1 I INSTALL 1" SERVICE FROM WATER MAIN. 0 A \ I LL 3/4" SINGLE METER SERVICE PER CITY OF w Q \ MERIDIAN STANDARD DRAWINGS W-1 AND W-2. (� m INSTALL 1" SERVICE LINE FROM WATER MAIN. W N co O O c0 O N O O � O � O O IN NI I"' -I I"' �I I� �I I� �I I- �'I J I� "�'I I� I O Q N> Q �; Q CN Q �; Q �; Q �; Q �; Q CENTER OF WATER METER TO BE 2' BEHIND � Q z 'z "'z "'z "'z "'z ro z "'z "'z BACK OF SIDEWALK (TYPICAL). LO 47 48 49 50 51 0 52 53 N c/im O1 O2 U NOTE: O O 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS m 00 AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. W SEES H E ET C4.3 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL W OTHER WATER LINES NEED 4' OF COVER. SEWER KEYNOTES COAS R SERVICE TO BE 4" C-900 TO CROSS WATER MAIN EPARATION IS LESS THAN 18". LINE A PROFILE W 2+00 3+00 4+00 5+00 6+00 7+00 Q � W O VERTICAL SCALE SEWER LEGEND z N 0 3' 6' S NEW 8" SEWER MAIN PER ISPWC AND O MERIDIAN SECTION 500. L-LJ SCALE 1 = 3 EXISTING 8" SEWER MAIN = N 2720 2720 NEW 4" SEWER SERVICE TYPE "D" PER W ISPWC SD-511 AND MERIDIAN SW3 EXISTING GROUND - - 48" DIAMETER SEWER MANHOLE - - - - - - - - - - - - - - PER ISPWC SD-501. - _ - - - - - - - - - - - - - - - - EXISTING 48" DIAMETER SEWER MANHOLE 4" SEWER SERVICE LABEL FINISHED GROUND 2715 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STA: 6+82 2715 STA: = SEWER MAIN STATIONING 43.0' L OR R = LENGTH OF 4" 43.0 L SERVICE LEFT OR RIGHT OF MAIN LINE. CN INV.. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH Ln 10 FEET BEHIND PROPERTY LINE. Q N SERVICE LINES HAVE A MINIMUM 2% 8" WATER MAIN I GRADE TO THE PROPERTY LINE. z o � CD (BEHIND) 102.65 LF 8" EWER ® 0.62% L'�4 c"ll ~ 315.73 LF 8" SEWER 0.41% BEHIND) W N LO m �T g" WATER MAIN ( r.7 rn 8 WATER MAIN (BEHIND) 6 Z ocf) 00 �� 2710 - 7 480 SSM"NE A-SWR 2710 UTILITY NOTES J o w 6 48"0 SSMH 3 5 RIM 2717.9f z w o c� 5+46.52 LINE A-SWR 3 4" IN 2712.61-S W �' w � - o w 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION 6 3 0+00.00 LINE B-SWR O 1 4" IN 2712.61-NE FOR CORRECT LOCATION PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE M m o RIM 2717.3f / 48"0 SSMH 2 8" OUT 2712.27-W MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE 2+26.79 LINE A-SWR 8" IN 2711.63-E PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE V m o m RIM 2715.9t 8" IN 2711.63-S w 8" OUT 2711.53-W HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER z Y 8" IN 2710.25-E MAINS TO HAVE 4 FT OF MINIMUM COVER. 3: u w 4" IN 2710.59-S � = Q J �_ 8" OUT 2710.15-NW 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT o v o LL- Cl UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING �ONA� 2705 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE 7 5 SD-403 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. 5S S T o'LC )TO FACE OF MANHOLE. 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 9412 INSTALLED WITH NO SUMPS. 11/07/23 3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE 61 MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. cl 'Ire of ioP �P CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF CONSTRUCTION. 2700 2700 2+00 3+00 4+00 5+00 6+00 7+00 SHEET C4 . 2 BEFORE DIGGING, CALL DIGLINE AT 1 -800-342-1585 WATER KEYNOTES W W O 1 - "N INSTALL: (FLGxMJ) 0 30' 60' 0 30' 60' 2 - 8" GATE VALVE (FLGxMJ) O LOWER 8" WATER MAIN TO 6FT MAX OF COVER TO ALLOW SCALE 1" - 30' SCALE 1" - 30' 8" WATER MAIN CROSSING UNDER 8" SEWER MAIN. - - z 0 0 3 POTABLE/NONPOTABLE PIPE CROSSING. � SEE WATER/SEWER NOTES 2&3 ON COVER SHEET C1.0 cn W INSALL TEMPORARY 2" SEE SHEET C 4.2 SEE SHEET C4. 4 O RE-USE FROM KEYNOTE 65OIFOFF POSSIBLE ASSEMBLY PER CITY OF MERIDIAN W13. LL II 3 �I N REMOVE TEMPORARY 2" BLOW-OFF ASSEMBLY & CONNECT o O5 TO EXISTING 8" WATER MAIN @ EXISTING 8" GATE VALVE. O co z SAVE TEMPORARY 2" BLOW-OFF ASSEMBLY FOR FUTURE USE. Ln cn w I O OJ O 3 INSTALL: z a) o m ao n 1 - 8" TEE (ALL FLG) C)J N a EXISTING I I to_N to U, O 2 - 8" GATE VALVE (FLGxMJ) t 134 LF ¢ ^ f 112 LF Q 1 - 8" FLGxMJ ADAPTER 8" C-900 ?� 8" C-900 n ?I 6 N3018 C-)PHASE 4 �-' Li I (� U 1 SEWER KEYNOTES I fTl w 3 3 6 M w S. BEAR-CLAW AVE. - - z O INSTALL 8" SEWER CLEANOUT #4 WITH TRAFFIC RATED LID PER Z 0 N nn w (� O ISPWC STANDARD SD-506A. (� LL.I 0 0 LI � 1+00 1+15 1 EXISTING MH-1 iCD s o STA: -0+00.00 - S. AMETRINE AVE. Ln /� SSMH 3 �/ / STA: 5+46.52 LINE A CLO-4 I -0 25 0 00 LINE C 1 0 1+ 61 SSMH 5 ^ 2 CONNECT NEW 8" SEWER MAIN TO EXISTING MANHOLE 1. STA: 1+15.00 s S o STA: 1+25.61 LINE C O m O 8' INVERT = 2710.55' W O STA: 0+00.00 LINE B 11 Ln STA: 0+00.00 LINE D C° \ 3 O O 1 2 cn ^ > w � z J Ay 1 3 W co SEWER LEGEND z wS. LL J Z _ J co 4tf N s NEW 8" SEWER MAIN PER ISPWC AND � MERIDIAN SECTION 500. � 0 EXISTING 8" SEWER MAIN U W - - - - - - - - - - - - - - NEW 4" SEWER SERVICE TYPE "D" PER W 4 I O ISPWC SD-511 AND MERIDIAN SW3 SEE SHEET C4. 4 SEE SHEET C 4.2 48" DIAMETER SEWER MANHOLE PER ISPWC SD-501. OEXISTING 48" DIAMETER SEWER MANHOLE 4" SEWER SERVICE LABEL STA: = SEWER MAIN STATIONING STA: 6+82 1 43.0' L OR R = LENGTH OF 4" - 43.0 L SERVICE LEFT OR RIGHT OF MAIN LINE. INV.. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH 10 FEET BEHIND PROPERTY LINE. SERVICE LINES HAVE A MINIMUM 2% LINE B PROFILE LINE C PROFILE GRADE TO THE PROPERTY LINE. W -0+25 0+00 1 +00 1 +50 -0+25 0+00 1 +00 1 +50 2730 2730 L� WATER METER LEGEND m 0 VERTICAL SCALE VERTICAL SCALE � 3/4" DOUBLE METER SERVICE PER CITY OF W 0 3' 6' 0 3' 6' MERIDIAN STANDARD DRAWINGS W-1 AND W-2. INSTALL 1" SERVICE FROM WATER MAIN. o�`> � SCALE 1" = 3' SCALE 1" = 3' I 3/4" SINGLE METER SERVICE PER CITY OF d MERIDIAN STANDARD DRAWINGS W-1 AND W-2. INSTALL 1" SERVICE LINE FROM WATER MAIN. 2720 2720 2725 2725 L-Li Q GROUND 6" PIRR CENTER OF WATER METER TO BE 2' BEHIND [EXISTING - - CROSSING BACK OF SIDEWALK (TYPICAL). W _ - - - - - - - - - NOTE: II 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS II � AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. FINISHED GROUND Z 1 �/ EXISTING PHASE 4 "' FINISHED GROUND w 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL 0o II = OTHER WATER LINES NEED 4 OF COVER. 2715 . �. 4 2715 2720 w EXISTING GROUND 2720 8" WATER MAIN � (BEHIND) (BEHIND)N - - - - - - - - - - - - � UTILITY NOTES N FINISHED z / co c� N C� 2 113.00 LF 8" SEWER 0.41% I I GROUND 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION co rn 1 I I FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE LV N Z �� m MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE -� "' n 5 00 6 PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE z cf) CDwI 8"0 CLO-4 HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER J 2710 2710 2715 . I. .I . . . . . . . . . 2715 MAINS TO HAVE 4 FT OF MINIMUM COVER. (� a w N `" C } RIM 2718.1t r c~ncJaw o "I 48"0 SSMH 3 L% % z Q z cn Y o 8" OUT 2712.09-N 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT L'i 11' o , u o m 5+46.52 LINE A-SWR '8" WATER MAIN (BEHIND) W LLJ 0+00.00 LINE B-SWR UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING o RIM 2717.3f I I SD-403 CD M m o 8" IN 2711.63-E I I V � m 8" IN 2711.63-S 1 1 2 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. °� 8" OUT 2711.53-W I I = _ 4 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. LLJ Q w w w - - - 121.62 LF 8" SEWER ® 0.41% = Q J cil U 0 L- cil 2705 2705 2710 2710 \0NAL NOTE: NOTE: cis S T Fti 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE " 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE 480 SMH 5 o C� TO FACE OF MANHOLE. 48 TO FACE OF MANHOLE. 48"0 EXISTING MH-1 0+25.6 LINE C-SWR LINE D-SWR 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE -0+00.00 LINE C-SWR RIM 8.1 t 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 9412 INSTALLED WITH NO SUMPS. RIM 2718.7f INSTALLED WITH NO SUMPS. 8" IN 2710.55-S 8" IN 711.15-E 8" IN 711.15-W 11/07/23 3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE 8" OUT 2710.45-N 3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE 61 �° MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. 8" OUT 2711.05-N MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. cl re of koP �P CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF qp S• K1N�� CONSTRUCTION. CONSTRUCTION. 2700 2700 2705 2705 -0+25 0+00 1 +00 1 +50 -0+25 0+00 1 +00 1 +50 SHEET C4 . 3 LED 00 Lf� WATER METER LEGEND WATER KEYNOTES N 3/4" DOUBLE METER SERVICE PER CITY OF MERIDIAN STANDARD DRAWINGS W-1 AND W-2. (Y) INSTALL 1" SERVICE FROM WATER MAIN. 7, POTABLE/NON POTABLE PIPE CROSSING. � N SEE WATER/SEWER NOTES 2&3 ON COVER SHEET C1.0 0 3/4" SINGLE METER SERVICE PER CITY OF INSTALL: d MERIDIAN STANDARD DRAWINGS W-1 AND W-2. 1 - 8"x6" TEE (MJxFLG) QO INSTALL 1" SERVICE LINE FROM WATER MAIN. 0 30' 60' O 1 - 6" GATE VALVE (FLGxMJ) Z E t 11 LF 6" C-900 O CENTER OF WATER METER TO BE 2' BEHIND cn BACK OF SIDEWALK (TYPICAL). SCALE 1 = 30' INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN Q Lj__j O WATER AND SD SU PPLEMENTAL STANDARD DRAWING No. SD-W8, NOTE: S S w 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS Z AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. O SLEEVE WATER THROUGH STORM DRAIN SEEPAGE BED PER J CITY OF MERIDIAN STANDARD DRAWING W7. �n 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL V OTHER WATER LINES NEED 4' OF COVER. INSTALL: Q O O1 - 8" TEE (ALL FLG) 2 - 8" GATE VALVE (FLGxMJ) SEESHEET C4.3 1 - 8" FLGxMJ ADAPTER J O O BLOCK 3 a 6 INSTALL TEMPORARY 2" BLOWOFF ASSEMBLY PER CITY OF !Q MERIDIAN W13. RE-USE EXISTING IF POSSIBLE. U O Li U ~ V 21 19 18 O m LOWER 8" WATER MAIN TO 6FT MAX OF COVER TO ALLOW MORE THAN 18 0 " o 'I- O m 17 16 N O SEPARATION BETWEEN WATER MAIN & 4" SEWER SERVICE CROSSINGS. z oI o�I to o�I f52 LF - - - - (D t316 LF m 8" C-900 W n IQ >I IQ >I IQ >I ±110 LF a `D Z 8" C-900 Z 8" C-900 0 (CONT C4.2) 1 (� i t t t O N / \ I I 1 3 Lu SEWER KEYNOTES W U \ I 1 7 / Z ................. _ O Q / J 5 ::::::::::::::....................1.............. 6 SEWER SERVICE TO BE 4" C-900 TO CROSS WATER MAIN w w z O AS SEPARATION IS LESS THAN 18". Ill Q LL.I SSMH 6 \ W. LYRA ST. 1 1 2 W. LYRA ST. I I STA: -1+79.85 1 - - 1 - 1 - - O SLEEVE SEWER SERVICE THROUGH SEEPAGE BED PER ACHD W = LINE A -2}00 ��A LINED S 1 00 S 0 00 S LINED 1+00 1 a .89 2 STORM WATER DESIGN DETAIL 07. Z SSMH 4 I / 6 SSMH 7 STA: 6+53.16 STA: 1+24.88 3 O3 PROVIDE KNOCKOUT FOR FUTURE CONNECTION.SSM 0 w \ / O O - STA:H1+25.61 LINE C m L!__I0 >_ / :; ......9:::::::::::1:::;:::::::: :;; : ':..::::...:':. .:::.:.;;::.::..:: :... :. :...:: STA: 0+00.00 LINED 1 :::: :. Cf) \\ / 2 4 1 I x W o 0 0 � �o i J:� 0I ±� I loll lo ��l + o�, + or o o o o to- I to_ 1 SEWER LEGEND r_ CO Z_ II(Q, I IN Z 1 II(Q, >1 II I N X (n _r� -M� _ N S NEW 8" SEWER MAIN PER ISPWC AND O O O O (DO (a) O O MERIDIAN SECTION 500. J J m m EXISTING 8" SEWER MAIN NEW 4" SEWER SERVICE TYPE "D" PER ISPWC SD-511 AND MERIDIAN SW3 LINE D PROFILE 48" DIAMETER SEWER MANHOLE W PER ISPWC SD-501. -2+00 -1 +00 0+00 1+00 1 +50 O 1 OEXISTING 48" DIAMETER SEWER MANHOLE LL_ W O VERTICAL SCALE 4" SEWER SERVICE LABEL STA: = SEWER MAIN STATIONING 0 3' 6' r _ STA: 6+82 43.0' L OR R = LENGTH OF 4" 43.0 L SERVICE LEFT OR RIGHT OF MAIN LINE. INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH 10 FEET BEHIND PROPERTY LINE. SCALE 1 = 3' SERVICE LINES HAVE A MINIMUM 27 W GRADE TO THE PROPERTY LINE. Z 2720 EXISTING GROUND 2720 W Q - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - UTILITY NOTES 6" PIRR CROSSING 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION FINISHED GROUND7 18" PERFORATED PIPE IN SEEPAGE BED #2 � FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE INVERT = 2713.50' MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE 2715 2715 HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER \ \ \ \ \ MAINS TO HAVE 4 FT OF MINIMUM COVER. 12" STORM DRAIN A \ \ \ \\ \ \ \ \\ \ \ g" WATER MAIN (BEHIND) w \ \ \ \ \ 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT L„ CROSSING UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING = SD-403 o co 175.86 LF 8" SEWER p•B1%, 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. rn o Y 120.89 LF 8" SEWER @ 0.41% 8" WATER MAIN (BEHIND) ) ,`�� rn � m 4. ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. N � W � r C/) cf J� 2710 2710 C� wwCD -1+79.85 LINE D=SWR J o CD � RIM 2718.0t 48"0 SSMH 7 z cn cD w CD 4" IN 2712.57-N �� 1 ) 48"� SSMH 5 1+24.88 LINE D-SWR w z cn d CD o 4" IN 2712.57-SW �--� RIM 2718.6E CD " o o 1+25.61 LINE C-SWR o 8" OUT 2712.23-E 0+00.00 LINE D-SWR 3�-8;; IN 2 11.75-E-(KNOCKOUT) � m = RIM 2718.1 t 8 OUT 2711.65-W m m o 8" IN 2711.15-E w o 8" IN 2711.15-W z u 8" OUT 2711.05-N < = Q J 2705 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2705 NOTE: SRO NA F41 5 ST 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE o C� TO FACE OF MANHOLE. 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 9412 INSTALLED WITH NO SUMPS. 11/07/23 3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE 61 �° MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. cl re of ioP �P CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF CONSTRUCTION. 2700 2700 -2+00 -1 +00 0+00 1 +00 1 +50 SHEET C4 .4 N NOTE PRESSURE IRRIGATION KEYNOTES 1. ALL VALVES, FITTINGS AND OTHER PLACES WHERE UNBALANCED FORCES MIGHT EXIST E REQUIRE A THRUST BLOCK POURED PER ISPWC SD-403. O CONNECT 6" PIRR TO EXISTING MAIN 6" GATE VALVE FROM PREVIOUS PHASES. Z 2. CONTRACTOR TO PROVIDE AND INSTALL 2-WIRE CONTROL CABLE IN THE PRESSURE CONNECT TO EXISTING MAIN INSTALLED IN PREVIOUS PHASE s O AND INSTALL TYPICAL LOT 1" SERVICES PER ISPWC SD-902. O IRRIGATION MAIN TRENCH. WIRE TO BE LOCATED 2" ABOVE PIPE. CONTROL WIRE SHALL cf) RUN FROM THE CONTROLLER LOCATION TO EACH COMMON LOT SERVICE LOCATION. > LLJ PROVIDE A 24" LONG CONTROL CABLE LOOP IN THE COMMON LOT VALVE BOX. INSTALL O INSTALL TYPICAL LOT 1" SERVICES PER ISPWC SD-902. 0 40' 80, CONTROL CABLE THROUGH A DEDICATED SLEEVE UNDER ALL PAVED AREAS. ALL CABLE SPLICES SHALL BE MADE IN VALVE BOXES WITH WATERPROOF CONNECTORS. CONTRACTOR TO FILED VERIFY LOCATION OF EXISTING LOT COORDINATE THE 2-WIRE CONTROL CABLE INSTALLATION WITH THE DEVELOPER. O4 SERVICE INSTALLED IN PREVIOUS PHASE, AND ENSURE SERVICE IS IN WORKING ORDER. SCALE 1 = 40' 3. ALL WORK TO BE DONE PER ISPWC AND NAMPA-MERIDIAN IRRIGATION DISTRICT O INSTALL: 1 - 6" GATE VALVE. STANDARDS. COORDINATE ALL INSPECTION WORK WITH ENGINEER OF RECORD (208) � 639-1992. PRESSURE IRRIGATION TO BE PRIVATELY OWNED AND MAINTAIN BY THE INSTALL 12" C-900 SLEEVE FOR PI CROSSING OF ROADWAY. 0 SUBDIVISION HOA AND IS FED BY THE PUMP STATION LOCATED WITHIN LOT 1 O SEE PLAN FOR LENGTH. _ BLOCK 1 OF GRAYCLIFF SUBDIVISION #1. O O7 INSTALL 6" 90° ELBOW & THRUST BLOCK. � 0 4. PRESSURE IRRIGATION BACK IS PROVIDED BY 2" CITY OWNED WATER METER WITH BLACKFLOW DEVICE INSTALLED IN GRAYCLIFF ESTATES SUBDIVISION PHASE #2. $ INSTALL AIR VENT PER N.M.I.D. STANDARD DRAWING. O THIS SHEET. 0 m Z 0 co L-1 Ln (� Ln Q 27 26 25 BLOCK 4 24 23 22 21 8 20 19 18 17 16 BLOCK 4 _ 23 N (f 36 ~ I W ` BLOCK 3 O cn ::•::.......................... ..............................................................................................................................::::........................................................................................................ .......................... ............................................::::.::.....................................................::::...................................................................................................................................................................... ............:....:................................................................................................................::::: :..: --........................ ................... .. - OO 37 - Al _ wl w w w w w w W EXISTING I - - - I - - I - - .-N A :.::::::::::::::::::::::::::::::::::::::::::.�:: •::::•::::::::::::::::::.::::::::.........:._..:.. II >::::::.:::::: ST- sl s —I s PHASE 4 0 QIll c : ::: :: ::: :: :: :0 W � 2 I I a N 271, _ EXISTING PHASE 4 Q O I O O BLOCK 7 O O O O O 8 10 11 12 13 BLOCK 7 14 15 I U Ii FEXISTING I W : - CD 2 40 Q — <:�_ I PHASE 4 +. - - - - - - o 4 PI 4 PI Q I � — — — 1 1 1 t 1 1 t 1 1 I CD Q — Id -V — Id -V — I t Id t —Id Id — Id -b — I '' _ Id -v — d -v — I - —Id -V Id — Id -V Id -V 1 (� BLOCK 5 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 - - 27 3 a w N — W CD I ti Q BLOCK 3LL O z 41 Y Y Z W O Om 28 _L8 2 7 6 3 a t100 LF Q 2 42 X 6" PIRR W bJ /� \ I \ I I I \ i:....... •.jj . ... ;....iiiii: ?i?iF:i?iii'iiiSr?Fl i'?i?iii%!(iiiiiiiiii: ? :r'rrrTi i.. �iriiirrrr?i?i ?iii i:jr <iiirrr?i?i ?iiii ii^iiiiEiiiiiiTe F;;}r:: ' ::i{ii?i?i}ii:•iiiiiii iC? f<ii. '---":' iiii ii:iiiiiEi riii:ir'; rrr?i?i ?iiii ^iiiiEi ii'r':rrr}...... .... iiii? ::. ::,;isi;;;iiiii iiivii?ir; :j rr?i?........ ,...... ;11i:?Fiiiiiii::4? '• Ei T rr?i?i iiiiiii iiiiii rri:rr�:j?`;; F.: / ...................... / OWL- 6 w_ A w / W. LYRA ST. / W. LYRA ST. ±64 LF -6" PIRR 0 II w J :.::::.........:: ::.::: co / / I I I I 5 � � � � i U OI N � � , 46 W a ±89 LF a x to .0 ,-,M �iCA 6" PIRR BLOCK 5 I Y �, Y Y �`� ? Li CD N } 47 O 49 50 CD 51 0 52 53 O1 O2 0 O3 O4 O5 O6 O7 O8 0 9O z Q z N Y o o� 45 m m co LLB w ``' o w 2 vi ±442 LF CD 0- :26" PIRR 8 x M m ±457 LF 3 3 3 3 3 3 3 t64 LF 3 3 3 3 3 3 3 3 3 I m o i 6" PIRR 6 6" PIRR gyp, z Y o 1 5 5 Q w W w A = Q J �_ P 16" 6 PI 6 PI 6 I 6 PI 6 PI PI 6 PI 6 I 6 P 6 PI 6 6 PI 6 P 6 PI 6 3 PI 6 PI 6 PI PI 6 PI 6 PI o (-' o n o 7 SS\o NA` FtiG' o � 9412 11/07/23 col or ko SHEET C4 . 5 STREET LIGHTING N STREET LIGHT NOTES: 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE (PER CITY OF MERIDIAN SUPPLEMENTAL STANDARDS) MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. APPROVED CITY OF MERIDIAN LED FIXTURES FOR LOCAL ROADS W E TYPE 2 STREET LIGHTS SHALL BE INSTALLED 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT AT LOCATIONS SHOWN IN PLAN STREET WIDTH PED LEVEL MANUFACTURER MODEL NUMBERS WATTS MOUNTING HEIGHT STD MAST ARM HTTPS://CMZENPORTALMERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. S z 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE Eaton/Streetworks USSL-A0I-D-U-T3-SA-8Z-4N7 * 57 O AND ASSOCIATED WIRING. LOW Leotek G01 -20H-MV-NW-2R-DB-700-PCR7* 46 EXISTING TYPE 2 STREET LIGHTS INSTALLED AT V) 44'or less(Local) NA at 25' MH LOCATIONS SHOWN IN EXISTING PHASE PLAN. w Phillips RFS-54W 16LED 4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR* 54 25 or 30' � 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER (25 and 30' MH) g�at 3D' MH Eaton/StrOetvsrorks USSL-A02-D-U-T3-SA-BZ-4N7* 87 0 40' 80' METERS. MEDIUM Phillips RF5-108W32LED4k-T-R3M-UNIV-DMG-RCD7-PH8XL-BR" 1 108 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SCALE 1" = 40' Ln SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. NOTE 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS, WATER O METERS AND STREET LIGHTS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR 7. BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 FIRE HYDRANTS. O Q 2.) INSTALL STREET LIGHTS PER CITY OF MERIDIAN STANDARD DRAWING DWG-6C. (� 0 0 M BEFORE DIGGING, CALL DIGLINE AT 1 -800-342-1585 U' o U) � w 27 26 25 BLOCK 4 24 23 22 21 8 20 19 18 17 16 BLOCK 4 15 14 I I....................E...X..I.S...T.II NG STREET LIGHT: :I ........E.I.X...I.S..T..I.N...G......S..T...R..E...E..T LIGHT: TYPE 2 TYPE 2 #56571C #56572C I I I I I I I I I I _ 23 W BLOCK 3 Cn .... .................... ............. ::::::::::" :::::::::: :::::: .. .. . .............. .. . ........ : 4d 0 _ w wl w w w w w w U W EXISTING RA .-NORIA11 M ST� -I - - s sl s s s 24 0, A PHASE _4 I _ _ _ _ 00 ::: I :::i:.::::::::::::::::::. . . . ... . :r::; ......................:........ i;:r:?;i;: 38 :: iii:........................... .. ••..... ;c ..;..;:.;.. ..;..;..;..;..;:. :r:::ii::;; :isi: :::r: :;;:;:;:::::; ::::•;:;:::•::::::-:::::::iiii;::::;;c;;i;:;:: :::;;: r;;;;::-::::.m;:•::::rr:::;:;::r:;: r;;;:;::::::.::.;:::::::•::;:::•:::::-::::......... c ;;;::.�.::::::::;;::::-:::m;::::...... .. :: r;;:::::.;:r::;;;::::::::; ::;:;:. ::;:;;;;:::::c;::::::.:::: �;;;::;-:::•:mr::::•::r:::.:;:;:::;: -:: �.:::•::::::::::.;::::::::::::::::;r:ii'::rr::;; ::;;;;;:::::.;:c;r;: :::::�:::•;:r:;:::•:: :::::::: is�;;:;:::::.;:;;:::.;:::::::;::::;:;rr:::� 25 EXISTING STREET LIGHT: EXISTING STREET LIGHT: I o TYPE 2 TYPE 2 uj 2715 - #56573C #56574C I o EXISTING O I PHASE 4 8 3 39 I O O BLOCK 7 O O O O O 8 O9 10 11 12 13 BLOCK 7 14 15 40 26 tz } Li _ 1 _1 1 T 1 1 t _ 1 1 I Id _ Id _ I Id I _Id Id I_ Id _ I '` _ Id _ d _ I � _Id Id _ Id IdCD BLOCK 5 �, I I Cn Z N W Q BLOCK 3 W z 0Y Y Z 28 � W �t��O 30 29 0O O m OO 0 U, Q 42 STREET LIGHT: STREET LIGHT: X = TYPE 2 TYPE 2 co W #56575C #56576C STREET LIGHT: TYPE 2 #56577C ............................... :::: ............................................ .............. �LI �\ w w w w w w w \ I I W. LYRA ST. — I / — — \ W. LYRA ST. — — — — 43 1 s IS s s--- —s Ln II 00 .... .... ....... .. co C � o LO 46 I ` LLI N m I Q BLOCK 5 Y Y Y cN r 47 48 49 50 51 52 53 1 2 3 4 5 6 7 8 9 �, ; ,�, o 45 I O O O O O m O O m O O m O O O O O O m O z wwo ', O W x O O m _ m M m m 0 j W Z Y o 3�: U W .. T T T - 1 S 1 � � 1 1 C) = Q � C) P16" 6 PI 6 PI 6 I 6 PI 6 PI PI 6 PI 6 I 6 P 6 PI � 6 PI 6 P 6 PI 6 PI PI 6 PI 6 PI PI 6 PI 6 PI C) u C:) 11 C) 5S\O NA LST FCC o � 9412 11/07/23 co, orp - P SHEET C4 . 6 BLOCK 5 N. u") 00 Lo BLOCK 4 .... ..... ... BLOCK 4 18 07 N LI 0 0 0 0 6 LI Z 0 A'. cy) < > C) ..... .... .... 0 cn C) .... .. ..... ... .... .... .. .... .... M . ....... u� . .................................................... ....................... 0 (n .. .................................. ........................................................................ ...... ........................................................................................ s .............................................................................................................................................................................................. z C37 ........................................................................ ....................................................................... 0 ........................................................................ U) a EXISTING GRAYCLIFF Cn LLJ uj ESTATES SUBDIVISION #4 IA .-NORMMCH ST_ 0 40' 80, ui r-(1 6.82EG) (16.41SW) 00 SCALE 1 40' ...................3� ......................... .................................... .................. EXISTING GRAYCLIFF ..... ......... .. ................................ .................................. ................................. ...................................................... ................................................................................................................................................................. .............*.*.*.*.*.*.*.*.*.*..,.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.......................................................................................................................................................................................................... ...................................................................................... .................................................... (1 4.92EG) - - - - ... ESTATES SUBDIVISION #4 Ln 16.80FG 16.30FG 15.9 9 FG 16.49 FIG 0 : I J C) B 0 .... ...• ..... 5 16.23SW 8 16.63F6 16 13FG C) (D G) BLOC K 7 05 EXISTING GRAYCLIFF cj-) T 0 0 BLOCK 7 0.io (1 5.36EG) 15.83F -/\'-16.33'FG ESTATES SUBDIVISION #4 (D LJ LLI B 18.06FG > 1 8.08FG 19.1 OFG M 17.70SW 17.90FG 18.1 OFG 19.1 OFG 19.05FG 19.36FG (19.61 EG) (D 16.151`1 15 95FG 18.35FG 18.50FG 18.75FG 18.90FG 19.35FG 19.50FG 19.75FG 9.90FG 20.1 OFG 1_04SW 18.28FG 1 20.15 19.15SW 16.88FG �:; BLOCK 5 7.63%_r 6. 0% 16.71 FG 0 ci-) �,,j I 17.06FG 17.25FG CN 18.55FG 18.86FG (15.69EG)-/ 15.65FG-/\\-16.151FG C6 17.43FG 17.61 FIG 17.80FG �o 17.98FG 18.95SW C-D 00 1 00 18.631`13;��' 18.84FG 00 - - - - - - - - - - - - - -- .6 06 18.66FG-\ 1 8.48FG U? 18. FIG .4- Ln .71 FIG co ui U) 16.21 FG 16.38FG 16.56FG 16.75FG 16.93FG 17.11 FIG 17.30FG 17.48FG-/ 17.78FG - - - - - - - - - - - - - u-) A B V 18.13FG 18.34FG 18.16FG-/ 17.98FG I 18.39FG - 0L Li-i A A A 17.54FG .1 9FG 1 8.89FG 18.70FG 19.20FG - r*_ A A 17.79FG 18 18.79SW 0 << 16.27FG 15.77FG 0 l' .86SW A A A A A A A A A Lll LL << - 2.17% Y - - i BLOCK 3 3.29% (1 9.78EG) Lij 1 0 u-j 1 0 (16.01 EG) 15.46FG 15.96FG 15.92SW 5.90FG& @ 0 @ @ 7-06 25 23 @ 0 U2 17.48FG� 0 0 I II L-1 - @ -1 0 8 16.07FG-\\ 16.26FG-N\,� co II B 16.44FG-\,.., 16.63FG--\,, 16.81 FG-\,,,. 16.99FG� 17.18FG-N\ 17.24FG < A - - - - - - - - - - - - - - - - - - - - 17.82FG 18.04FG-\ Z17.86FG--\ 17.67FG--\ 17.49FG--\ vi I I LL_ << 17.89FG-\ 18.32FG-/ 18.54FG-/ 18.36FG-/ 18.17FG 17.99FG��/ -18.46SW A 51FGxll.9.O1FG 16.04sw -7 18.40FG-/ _V I - - - - - 16 57FG I 16.47F I G 15 97FG 16.40FG 16.76FG-/ 16.94FG-/ 17.13FG-/ 17.31 FG-/ 17.49 FG 17.68FG-/ 1 7.74FG 18.71 FG 1 18.21 FIG 18. LL_ 1 8.59SW'0.63\'% 17.98FG-/ ��_(l 9.89EG) 15.67FG-/\-1 6.17FG 16.38SW 16.47SW 16. 1 120 A Clif 17.02SW 17 1 SW I.J (1 6.40EG) 1 .2 17.39SW-/ 17.57S \-1 7.63SW 2SW-/ I I itsilill 1 \ �' 18.25S'ilil- 18.0,7sw-j 18.31 SIN 18.61 SIN 17.89SW 18.95SW c: A W. LYRA ST. z 11 u 16.44TBC 16.19SW W. LYRA ST. 16.86FG 16 36FG 16.42FG i I c\1 ol- 1> nl CII /10.03%1 16.36SW cl� (1 6.87EG)-/ 1 16.0 6 FIG 16.5 6 FIG 16.48FG /_1 6.54SW /_1 6.72SW 16 90SW r-1 7.09SW /-17.27SW 17.46SW 17.75SW /-18 /-18.48SW 1 8.30SW /-1 8.11 SIN 17.93SW it I LL_ U4 .1 4SW 18.30sw 18.49SW 1 8.67SW 0 LL_ Z 18.92SW -:j o 16.56TBC 16 60FG 16.47FG 17 70SW I - I I p A 46 16.64FG 16.82FG 17 01 FIG 17.1 9FG 17.37FG 7.74SW 17.87FG 18.24FG It II , _ _/7 18.58FG 18.40FG 18.22FG 18.03FG > 16.4 1 1 1 FG_ 18.40FG 18.59FG 18.77FG 18.98FG III�176 8�7 G 13FG - -16.54FG 16.60FG-\Il �\:l 5.53FG III�716.51 FIG Lo III�l 6.69FG of C) 17.04FG ��l 5.97FG 716.14FG 16.32FG _ I(ll 7 55 /1' V) 2.38% y FIG 18.09FG 0) 27FG 18.48FG Ii FIG C) z 0 53 U 0 D @ 1 3 \\'�4 18. M BLOCK 5 1 7.05FG 7.37FG \\-17.74FG III�717.90FG \\-17.72FG 17.53 �j 7.90�FG 0 (1 7.33EG) 1 6.24FG 16.74 m _j 07 FZ v) QV \-16.62TBC n 1 (3 @ 0 08 9 Z 0 cn A A A A A A A A A LLJ 17.23FG 16.73FG A A A A A A A A U) 16.43FG 16.87FG 15 84FG 16.27FG 16.44FG 16.63FG 17.00FG Ld 16.81 FG 17.18FG 17.36FG 17.67FG 18.04 8 72% FIG 18.39FG 18.21 FG 18.02FG 17.84FG /---18.20FG 18.39FG 18.78FG - - - - - - - - - - - - - - - - \-_16.7_7FG lll�II 94FG oo C. oo oo 18.71 FG 18.52FG c"I r- - I r) 18.89FG 19.08FG I) 19.28FG (18.53 8.41 SIN (1 7.64EG) (1 8.04EG) (18.21 EG) (17. EG) 8.17E (1 3 EG) L7 717.31 FG 7.50FG 17.68FG 17.86FG 18.41 SIN 18.17FG 18 54FG \\-18.89FG- 18.58FG 1 6.63FG Ln 90FG ai EG) 98EG)-/ (17.97EG)-/ (18.07 (1 G)T -��--18.34FG 18.70FG 8. 4 _/K_1 - - - - - - (i 8.50EG) (1 8.69EG) G)) (i 9.06EG)7 (19.1 5EG)� (19.31 EG) (19 43EG) (1 8.90E (1 9.60EG) (19.61 EG) (19.41 EG) (20.09EG) II UNPLATTED UNPLATTED BACKYARD SWALE BACKYARD SWALE CAN BE ADJUSTED CONTINUES INTO TO GAIN POSITIVE NEXT LOT. SEE DRAINAGE TO FRONT DETAIL THIS SHEET OF THE LOT. SWALE CAN BE NO CLOSER FENCELINE THAN 10 FT TO BERM Lu STRUCTURE O 6) 3: CD cz) 3: f: f -� oo Q Lu oo Z;� � � W CD I m Lo =D Lu C/) NOTES: 00 1-ft-ft LLJ CD cN 1. THE BUILDING ENVELOPES ARE BASED ON THE CITY OF Lj ow� >- __j C/) MERIDIAN MINIMUM SETBACKS. u) c c1l uj L�j C) cl:� c) cD c) C) '-) ILI) BACK OF SIDEWALK uj I LLj 2. THE MINIMUM TOP OF STEM WALL ELEVATIONS ARE BASED P/L CD 0- CD �< �2 m ON THE LOWEST TOB BACK OF CURB ELEVATION ALONG THE 61.0' 20.0' m FRONTAGE OF THE LOT, PLUS 20 FT @ 2% AND THEN AN VARIES-SEE PLAN M c� LLJ (12' MIN) = ADDITIONAL 12" PER THE 2003 INTERNATIONAL RESIDENTIAL 3: u LLJ CODE SECTION R403.1.7.3. I tor. < LLJ �_ Q:� = < SEE DeT cil u C:) Lj- ILI) �-� Ak 0.50% GRADE 1 + 3. FOUNDATIONS MAY BE STEPPED A MAXIMUM OF 2 FEET. 0.50%. GRADE S\o NA L SIDEWALK 4. REAR YARD SWALES SHOULD BE NO CLOSER THAN 10 rvol- C-) ST FEET FROM THE STRUCTURE. 2' �)00- CURB & SIDEWALK 5. EXCEPTIONS TO THIS GRADING PLAN MAY BE APPROVED GUTTER BY THE CITY OF MERIDIAN BUILDING OFFICIAL AT ISSUANCE 9412 STREET CURB & OF BUILDING PERMIT BASED UPON REVIEW OF AN LOT GRADING DETAIL dll�l 11/07/23 0 GUTTER STREET ENGINEERED INDIVIDUAL LOT GRADING PLAN. cl or Io�- S. KIIi 8 ......................... 15.HFG R 18 TYPICAL "B" LOT TYPICAL "A" LOT DRAINAGE DETAIL DRAINAGE DETAIL SHEET NOT TO SCALE NOT TO SCALE C5 . 0