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CC - Construction Drawings L0 Cb GENERAL PRESSURE IRRIGATION 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE N 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 ,:I- 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) BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. O' 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE C)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 PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY 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 MERIDIAN WATER DEPARTMENT. 00 z FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. o 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. Q w � 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. ROADWAY (CITY OF MERIDIAN) Uj 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 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY E VICTORY RD N Z PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE Z � w E - ZONE. im 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING w Iof CC n0 S 0 Uj AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS Cn w o J _ SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. ROADWAY(ACHD) CD n Q m Q 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD N N U 0 (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS E. AMITY RD SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. W 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL Z O BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. fy_ - WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. Uj � 7SITE � C/� 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT INSPECTION SERVICES Q (208-387-6284). CONTACT ACHD A MINIMUM 24 HOURS PRIOR TO INSPECTION REQUEST. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE L1J U MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE Cn I� ENGINEER. ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. LAKE HAZEL RD O = Q 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND L.L WATER THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. ,j ,, m 0 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 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. U N WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE VICINITY MAP 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 TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. NOT TO SCALE Q 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 g. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT. VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS W (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK LEI 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 IMPROVEMENTS. U/ 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 10. ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROAD RIGHT-OF-WAY. ALL FIRE HYDRANTS ARE TO BE LOCATED WITHIN THECschuItzdeveIopment@yahDoo.com RS R - SHEET INDEX - CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND ROAD RIGHT-OF-WAY. THERE MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO DEVELOPMT SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). SCHULTZ C1.0 COVER SHEET, GENERAL NOTES & VICINITY MAP SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. 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 BOX 1115 C2.0 FINAL PLAT 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE N, ID 836 BEDS, DRAINAGE SWALES). DETERMINED BY THE FIELD INSPECTOR. 880-1695 C2.1 FINAL PLAT .com 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER 12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE C3.0 STREET PLAN & PROFILE - CARNEROS WAY SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. LATEST EDITION OF I.S.P.W.0 AND THE ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS. C3.1 STREET PLAN & PROFILE - PLUMERIA AND ALTON 13. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC SEWER WORKS CONSTRUCTION STANDARD DRAWINGS: (LATEST EDITION) C3.2 STREET PLAN & PROFILE - CARNEROS PLACE � DEVELOPER C3.3 STREET PLAN & PROFILE - RABBET AND RINCON � 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS 14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. ACHD INSPECTION SERVICES AT 208-387-6284. BERKELEY BUILDING CO C3.4 DRAINAGE AND STREET DETAILS U� W � 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND 15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH 2275 S EAGLE RD, SUITE #185 C4.0 MASTER UTILITY PLANMERIDIAN, ID 83642 IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER POLICY AND EXISTING PAVEMENT MARKINGS. 208-995-2885 C4.1 SEWER LINE A & WATER PLAN AND PROFILE C) >_ 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 C4.2 SEWER LINE A -LINE C & WATER PLAN AND PROFILE 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). STREET LIGHTING C4.3 SEWER LINE B & WATER PLAN AND PROFILE n- U 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 IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH 1. ALL STREET LIGHT CONSTRUCTION SHALL O DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE C4.4 STREET LIGHT PLAN W � LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. F OR C) C5.0 SITE GRADING PLAN � 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT GROUP U RULES (IDAPA 58.01.16). HTTPS://CMZENPORTAL.MERIDIANCIIY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. P.L.S.4. PLACE SEWER SERVICE LINES IN A SIX 6 INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A RTOWER( ) 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE 83642STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). AND ASSOCIATED WIRING. 570 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN w 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS ENGINEER DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. N THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS; OF ACHD POLICY MANUAL. CK-ENGINEERING p N QUESTIONS REGARDING UTILITY 5500 FOR 898 208 CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR 6. ( ) - Q CHAD KINKELA , 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA Z � 3 DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. 1300 E. STATE ST, SUITE 102 '�' " =D Of EAGLE, ID 83616 LLl �' S > w CL 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE 208-639-1992 -"' CL a' � ROADWAY SURFACE. CHAD@CK-ENGINEERS.COM z N o i N Y DRAINAGE w - o o Cr 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. � N ; U, o MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. ca w 8 o U_ o g FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND 5INSPECTOR,LE ILL DOEOSRNOT IMPORTED COMPACTION MAY STANDARDS REQUIRED OR TIME THE IS CRITICAL TRENCHFACTOR.MATERIAL IS DEEMED UNSUITABLE BY ACHD CERTIFICATINSPECTED BY OF DRAINAGE MERIDIAN FACILITIES; PLUMBING OFFICIAL UNDER ROOF TTHE APPROPRIATE DRAINAGE ATE PERMIT. TO THE DRAINAGE FACILITIES WILL BE _ BENCH MARKS - v � m N K m o U 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. NAVD 88 DATUM z BEFORE DIGGING, CALL < = Q J DIGLINE AT 1-800-342-1585 0 U oLL_ o ACHD STANDARD REQUIREMENTS 0 TBM#1 ELEV 2676.15' S\oNAL F CHISELED 'X' IN BACK OF SIDEWALK CO `, ST tic 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND N 690303.90', E 2462177.42' Plans Are Accepted For Public STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS $ �o Street Construction 9412 OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, vwvoep. ,e LISTED BY DATE AND SHORT, DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE By stamping and signing the improvement plans, the Registered 04/02/20 O 111 Arl: ff] Engineer ensures the District that the plans conform to all District C'ST q TE OF policies and standards. Variances or waivers must be specifically KIN�� and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered F Engineer of these responsibilities. SHEET BY DATE C 1 . 0 ADA COUNTY HIGHWAY DISTRICT Lo 00 Lo i N co I O O 00 PLAT SHOWING z r 0 WA RRICK SUBDI VISION NO. 3 NOTES Q w CP&F f.2a"—'2a266 S8sa�'43 E 265626' &z1O2945 LOCATED IN THE N 1 ,/2 OF THE NE 1 /4 OF SECTION 32, T.3N., RJ E., LLJ 1/4 S•29 E. AMITY RD. ___ 5.29 S•28 1. EXCEPT FOR THE COMMON LOTS, A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, z B.M., A D A COUNTY, IDAHO PROPERTY DRAINAGE AND PRESSURE IRRIGATION EASEMENT IS HEREBY DESIGNATED ALONG S.32 S.32 S.33 ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY. A TEN (1 Q} FOOT WiflE PERMANENT J �� LOT DRAINAGE AND PRESSURE IRRIGATION EASEMENT IS HEREBY DESIGNATED ALONG ALL REAR LOT LINES, UNLESS OTHERWISE SHOWN, A FIVE (5) FOOT WIDE PERMANENT PUBLIC UTILITIES AND LOT DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG THE SIDES OF Q i� INTERIOR LOT LINES AS SHOWN. THE ABOVE EASEMENTS ARE AS SHOWN ON THIS PLAT iQ 2. THIS DEVELOPMENT RECOGNIZES IDAHO CODE, TITLE 22, CHAPTER 45 RIGHT TO FARM, J La SECTION 22-4503, WHICH STATES "NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED i CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE U i SAME HAS BEEN IN OPERATION FOUR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; PROVIDED, THAT THE PROVISIONS r n OF THIS SECTION SHALL NOT APPLY WHENEVER NUISANCE RESULTS FROM THE IMPROPER V OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT." z 3. IRRIGATION WATER WILL BE PROVIDED TO THIS SUBDIVISION IN COMPLIANCE WITH IDAHO V CODE SECTION 31-3805 (1)(b). THIS SUBDIVISION IS SITUATED WITHIN THE NEW YORK �I� IRRIGATION DISTRICT. IRRIGATION WATER WILL BE DELIVERED TO EACH LOT BY SAID (D • DISTRICT. EACH LOT OWNER SHALL BE RESPONSIBLE TO PAY IRRIGATION ASSESSMENTS TO SAID DISTRICT. C BLOCK 2 Doi i U) A,L #�, � r 4. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN w WARRICK SUBDIVISION NO. I Epp �3�lzf W.C. � EFFECT AT THE TIME OF THE RE-SUBDIVISION. 5. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND O SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS, ORLL N16'47'30"E , AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR AS SHOWN ON THIS PLAT. w 0 11 BLOCK 4 83.76" , 6. LOTS 19 AND 20, BLOCK 2; LOTS 21 AND 29, BLOCK 4; LOTS 1 AND 9, BLOCK 7; AND co 3i 13 NO-1 8,22"E 1 f 1 rO LOT 1 AND 6, BLOCK 8 ARE COMMON LOTS WHICH SHALL BE OWNED AND MAINTAINED BY r�71 I ` THE HOMEOWNER'S ASSOCIATION. EXCEPT FOR LOT 1, BLOCK 3 ALL COMMON LOTS ARE a� 125.01' I_ _ S89041'38"E 489.99`` __ r N �+ \ SUBJECT TO A BLANKET PUBLIC UTILITY AND PRESSURE IRRIGATION EASEMENT. �� S_89 41'22"E _ QC, + rr 7. A LOT 19. BLOCK 2 ISSERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE 145.00L" BLOCK 4 �� 16 , SYSTEM. THIS LOT IS ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL STORM IZ WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10. 2015. AS INSTRUMENT NO. r 020 24 27 28 2 01 5-1 03256, OFFICIAL RECORDS OF ADA COUNTY AND INCORPORATED HEREIN BY THIS 0W I_ 22 23 25 26 29 17 r REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT SW CORNER OF po p , AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO LOT 3, BLOCK 6 coIQ ,� r SECTION 40-2302 IDAHO CODE, THE MASTER EASEMENT IS FOR THE OPERATION AND " BLOCK 4 � 21 18 MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM N84'50 48 E 17 O I r 19 38.17 z I O �� _ _ _ E. ALSTON ST. _ _ _ _ E. ALSTON S 8. LOT 20, BLOCK 2 AND LOT 1, BLOCK 8 SHALL BE SUBJECT TO A OPERATION AND 589'41'22_"I= S89'41'22"E `c}'� MAINTENANCE EASEMENT FOR TEN MILE CREEK IN FAVOR OF THE NAMPA-MERIDIAN 121.00' 1 �. IRRIGATION DISTRICT. •REAL POINT OF 18 'r� {n 9. LOT 21, BLOCK 4 IS SERVIENT TO AND CONTAINS AN INGRESS/EGRESS EASEMENT FOR BEGINNING BLOCK 7 `ram, `?�/� ' LOTS 19 AND 20, BLOCK 4. NO'18'38"E N89'41'22"W 0 G 0 0 O 0 [� 1 11 9,py �� ,�S 10. CITY OF MERIDIAN PEDESTRIAN PATHWAY EASEMENT INST. NO. 70.00' 121.00' L3 `.J `.J i -1 �% 11. ACHD TEMPORARY LICENSE AGREEMENT INST. NO. S. PLUMERfA AVE. __ � N89041'01"W 295.00' � N89'41'38"W 256.01' W . �9�� rr i S82'10 34 W SHEET 2 04 U) SHEET 2 70.71 -- .—_ _ -- I. SHEET 3 m j o 12 ,, O r SHEET 3 UNRLATTED 0 ""� 1 r z I Li L8 E. RINCON ST. W I los Q "coal M v z ' BLOCK a ' I C-N 1/16 N0'18105"E rr S.32 __ _ _ __ 30,00' - s2.77' _ Q) Np PLS 11118 ^�- -- - --- - N89'41'38"W 1148.07' _ ----_ .� ' - - -- - -- -- "" � - ;. -- __ �- S N89'42 04 W 534.29 W.C. AGE NS�t40CD �pG SOUTHERN HIGHLANDS SUBDIVISION NO. 4 BLACIfRDCI SUBDIVISION NO. 1 g F� �Ptcc TF OFui 04 �p °RY G'GA cn d1t 0 FOUND 5/$" IRON PIN a 1 0 FOUND 1/2" IRON PIN O 3 Q FOUND ALUMINUM CAP MONUMENT ? w c c� i ct ~ 6 0 i SET 1/2 IRON PIN WITH CAP PL5 7729 LLI "' a, o LINE TABLE J L W � 00 LINE LENGTH SEARING * SET 5/8" IRON PIN WITH CAP PL5 7729 z o o � L1 47.04 N89'41'38"W 0 Li C-4 CALCULATED POINT z c CD w o OW L2 55.31 N0'19'11"E W.C. WITNESS CORNER W Z Y� UO O ~ O d U L 00'3 59.00 N9O' OO"W SUBDIVISION BOUNDARY LINE V �2 m N K LOT LINE m c� w o z � 25 i ao 3tiC --- SECTION LINE = Q J BOOK PAGE o U o Ll- o 0 50 200 RIGHT-OF-WAY LINE SALE: 1" = 1��' - - - — CENTERLINE JjE AH09955 W. EMERAL❑5T. LOT NO. URVEY BQISE, I _'35 0 3704 J48 N0, 2rr0,,-1 O8 (208)846-8570 P:,Warrick Sub No 3 20-106/dw \PIat/Worrick Sub 3 PI_AT.dw 4/6/2020 9:50 11 AM SHEET V F 5GROUP, L LC SHEET C2 . 0 LO 00 Ln i N O 00 � z 0 Q w WARRICK SUBDIVISION NO. 3 W z BLOCK 2 �1�_ t% J WARRICIf SUBDIVISION N0. 1 �93 ,p`L� •;w'c• `'�\ r Q U % N16'47'30"E 23.61' N36'5S58"W 83.76' V 11.48' pro �•�, Q, • •�\� tt r n ]2 ]] BLOCK 4 ��l ' r A�°' v- 25.46 ,'r 15 �' 13 NO'18'22"E ]° (D (D Q 0 r 25.01' 34.69' 1 �� r��v.o' .y� '� 1\�� \\ LU - - - _ Irso S89'41'38"E 489.99' - - _ _ U' N ` �'il �?' S,5 p°��.J' •`�•� �` ',\ 0 �� -_ ' - '-- " - 7�.00' " 19' ,�'S f, �� t O 69.99 __ 7fl.flfl' --- 7fl.00 __ --- 70.00 ', r n �\ LL S89'41'22"E �----- -1 �___----- � r•---------� �--- � �---------� �--- � � 1 , ' r,r � ;',r t,� `c�P, `;• W ! I i } I I 1 I 29 N r .__ ' ----- I I 1 0 I I € 1 1 I f r ----- --145.00 ,� a n 1. e �Qti - ' '�o� m eq BLOCK 4 u; W a rui 0 .01b O I I s I W N R Q 101 10 a) N 0 N v N a [NY N O N rn Z Trn 1 s 16� 2❑ c °' 22 00 (, 04 a 25 ao 2fi o " 2$ I 0 3 M aD 27 r �.� 3 3 11 I 00 f� r r r- N N N / I •Q� I Q ' I I ' pD I p Q r z N d N ry N N iJ� NN gqI� ' ,r f 17 •f 11` I 24.0� n r�5 1 I Z 1 z f in I I C�k- �I ,r �r .� �j ��j �1� r L------;_y -- -__ -� , " I 1 I I I ! 1 a7co S34'O9 49 E ni T- r r W S89'41 22 E 145.0d I 5.0' 0 1 1 1 1 I I l DETAIL A 0 0 y !r o l i r ` `\ t ■ 10.5fl 1 I 1 r r I z N -� ON Clio S8942'37°'E r�r � '• ` f------ 121.00--- € ! I I 1 1 € I 3.5 0' r' BLOCK 4 f 21 _25,01 - =_-6 =-=== t� -_ =_- �� - -�- �__ 'I :$5.$B .- r' , ga o N I G� 7d.00' 70.00' 70.00' 70.Ofl' 70.00 70.00' � C' C11 - C20 r C- 1$ ��,• O" ��` tt ]7 p 1 Qi 19 1 eor r' N89'41'38"W 448.51' C2`'ti� �Qro°� Z I ni i r• - - - - 4$5.01 _ -- - - - - - - _ _ 102.36' _ 1 C'78 •; 'S O° ,-� I G - �, E. ALSTON ST. N8s•41'3$"w 587.37' E. ALSTON ST. �. �\ '`�"' �°' +' I G r" N89'41'38"W 87.37' �] • ' t I------589'47'22"E-----�1 � -- -- -- I G� _ 51.99' 62.00' 62.00' 70.00' 70.00' 7d.00' 7d.0O' 70.00' 46_38' -`'`J, ' r r-------121.00------- _-_: --�-� `_ -��. ---_.-- r_------- I I ' l I I I I I I I ♦ . S 24.98 I C7 I'S d 1 1 ! 1 I I I 15.0fl S0"18 38 W I I I b 1 1 I ;� I I l i 1 0 "v € € , t I 5 19.00 REAL POINT OF 1 I 1 1 I 1 1 9 ..nn \ O � BEGINNING 18 I I p { I I I d o \ V, �.A ��. • "\ LI3 1 - \ <r, 45.02 I ,n 1 1 1 1 1 1 ri 1 BLOCK 7 ui I 3 1 q i i \. ° N t�� I J ! { W I W 1 : R N �� ,l�3'a'O / {� +`� r7r�+\9 '�" t i I cn ! ■ R cq ° N - N 0 CV W I �!1 O-\ �J'• `L f ,. 19.Oti' .r 1 1900'. N 04 v o v a 41 ;,� N ,� ' '�,'r� f *'SQyQra �y�t�, ' ' �s co NO'18 38 E ----N89_4_1'?.2"W-_� AI z1.flfl OD � � N N CO -- _ r � 3 � � 4 aT 5 a fi vN 7 8 N 9 N 10 r- N 11 • ` `�,� � ° 9, 70.00 O i z z I z {I} f o �\ y❑ �G$r �'\ '\ t 121.00 L3 1 z € z 1 1 1 I I 1 i i i r z 1 C22 ` +�t '' S o t t-/ i I 1 1 I f I I I d v I I .'�i c�'� r� ,• Q, .�� 1\ , N1 ! I { ! I 1 I z z 15.00' 1 I fey S9 to. , •p ,r ♦ � �,- I I 5.0 -�I t I �" aj fy n cad ' ° �} •' I I ! � -_-� L__-___�__J L _.____J L ,----� L------�----L, -6rp• \t N r Q• S. P�UIIIIERlA AVE. L----------1 L_------_J L___ _J L__ _J -______ 70.flfl 70.22' 70.GC _ 70.00 r' C24 '� 62,rD1' - 62.00�_ 6z.00' 7fl.40' U r 9' 1'01"W 295.00 ,�`, s�., ; cz5 ,r',•^,�`� �, , ' E N8941 38 W 258.01 I ; \.jam . . DETAIL B, °ry•�, �° 6' `, t Q S82'10'34"W I ; s` ,� '`� '�op o. ` .�°� U P ATT�'Il 70.71' SHEET 2 ; ,`•, ` 's �°+ , ''t `> _ ; tt SHEET 2 SHEET $ _ --..-r,....r i i 12 \ tt`�, ►��, Jc�,' � .��r fr r^\ SHEET 3 10 o� s F� cj\ 'gyp, <r p FOUND 5/8" IRON PIN Soso. (9 FOUND ALUMINUM CAP MONUMENT BLOCK 4 a ■ SET 1/2 IRON PIN WITH CAP PLS 7729 28 BLOCK 8 / SET 5/8" IRON PIN WITH CAP PLS 7729 ,y► 0 CALCULATED POINT 04 70.00' 3.50' �, ui C8 �q� �'s W.C. WITNESS CORNER J LCL '7a y�� -- -- SUBDIVISION BOUNDARY LINE LOT LINE J G N�S ? w rn �' i E. ALSTON ST. ,� Fp �P� Cc o � SECTION LINE W N M a, g o 00 RIGHT-OF-WAY LINE 77 �° z nLLJ N IL a iz*z Li CD cr- - - - - - CENTERLINE G� 9T Q� c~n - w o ;i 14 DETAIL 'A' DETAIL '_8'_ ---------- EASEMENT LINE �G E o� ,ptr.�� W w o V) 0 o o SCALE:1"=5' SCALE:1"=5' 10 sa 1aa aRy G.CA o CITY OF MERIDIAN PEDESTRIAN ❑ 30 120 o m N PATHWAY EASEMENT-SEE NOTE 11 V Q . _ . _ . _ -_ - _ . _ ACHD PERMANENT EASEMENT LINE SCALE: 1" = fa�' m INST NO. z /� Z�17 10AH0 POWER COMPANY-PRESSURE a ` ' ~ I� 1 IRRIGATION EASEMENT LINE � C) J � o c� o o 7� LOT NO, IDAHO 9955 W_ EMERALD ST. J08 N0. 20-106 SURVEY BOISE, IDAHO 83704 P: 1;2oay s4s-s�7o Werri�k Sub No 3 2Q-1061dw /Plat Warrick Sub 3 PLAT.dw 4/6 2020 9:50:47 AM SHEET 2 OF = GROUP, LLC SHEET C2 . 1 LO 00 Ln i N O O 00 � z 0 WARRICK SUBDIVISION NO. 3 aLLJI I I I I I Lu z J J ;\ Q U '` (? `;' �% z Q, `�o �, •i � - SHEET 2 • \\ SHEET 2 C� SHEET 3 sq 1 C .�'r r','T`� '�� ` SHEET 3 Q Z N53'06'02"E �� `9.di A6p',rr ;�. ` \\ I LLI 9.58' t� 1 S89'41'38"E j . .. \ 10 60 180 O 17.77': G30 ��4. LL CR$ n� �Q' �rr 0 `}�.� /�`� .] ' 0 30 120 0 I `2 7' i1 �cS,` pr�0 �t ,tom ��. L8 19.00 �• �� `AO-, , • �� 36 ,o sr�. ,`,. '\ SCALE: 1 60 m 19.00' C�9 G3�•' 9.9$ pFv- DETAIL C • ►T S E. RINCON ST. �_• �o, C35 ,,-. •`� ss ?,�. S53'06'02"W �9 -C36 \�+,'�J �' '.�. '��; D i y ^l 9.58' 33.14'� LU 1 i N89'41'38"W i FOUND 5/8' IRON PIN 0 p� 1 _m h; v, j. .. �S• FOUND ALUMINUM CAP MONUMENT 04 1`4 "ono r t J i i , ��9 , \\ ■ SET 1 2 IRON PIN WITH CAP PLS 7729 7 00 Co BLOCK 8 v. D ,\ SET 5/8' IRON PIN WITH CAP PLS 7729 ;, CALCULATED POINT NO'i 8'05"E c 9 �C37 � �� W.C. WITNESS CORNER 30.00' N89'41'38"W 140.00' `��. \ -- -- SUBDIVISION BOUNDARY LINE ---- --- --- -- -- ��_ 471.52; - -- 62.77' NW42'04"W 534. - -T - -_-- LOT LINE W.C. --- SECTION LINE RIGHT-OF--WAY LINE - - - --- - CENTERLINE ----------------- EASEMENT LINE _...�...�...�..._...�..._ CITY OF MERIDIAN PEDESTRIAN E CURVE TABLE CURVE TABLE LINE TABLE PATHWAY EASEMENT-SEE NOTE 11 Q � CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA CURVE RADIUS LENGTH CHORD Dln CHORD BRG. DELTA LINE LENGTH BEARING _ - - - .. . . . . - ACHE) PERMANENT EASEMENT LINE ANST NO. 2019-06374E C1 50.00 78.54 70.71 S45'18.30"W 89'59'44" C21 69.00 41.46 40.84 N54'06'52"W 34'25'48" L1 47.04 N89'41'38'W r IDAHO POWER COMPANY-PRESSURE ' " " L2 55.31 N0'19'1A"E �� a IRRIGATION EASEMENT LINE C2 69.00 108.38 97.58 S45'18 30"W 89'59*44" C22 17.50 27.49 24.75 S81'53'58 E 90'00'00 C3 69.00 66.87 64.28 S28'04'24"W 55'31'32" C23 17.50 27.4E 24.75 S8'06'02"W 90'00'00" L3 59.00 N90'00'00'W 07 LOT NO. C4 69.00 41.51 40.89 S73'04'16"W 34'28'11" C24 17.50 25.48 23.29 S11'22'55"W 8326'15* L4 43.11 N36'53'58"W L� C5 31,00 48.69 43.84 S4518'30"W 89'59'44" C25 17.50 2.00 2.00 S3337'05"E 6'33'45" L5 4.4.81 S018'38'W C6 31.00 3&51 36.08 S35'54'04"W 71*10-51" C26 120.00 77.92 76.56 N71'42'12"E 3712'20' L6 94.98 NO'18'38"E C7 31.00 10.18 10.13 S80'53'560W 18'48'52" C27 17.50 27.49 24.75 N8'06'020E 90'00'00" C8 17.50 27.49 24.75 N45'18'22"E 90'00'00" C28 17.50 27.49 24.75 N81'53'580W 90'00'00" C9 17.50 27.49 24.75 S44'41'38'E 90'00'00' C29 139.00 90.26 88.68 N71'42'12"E 37'12'20' C10 17.50 19.35 18.38 S31'21'47'E 63*2617- C30 101.00 65.5E 1 64.44 N71'42'12"E 3712'20" C11 17.50 8.14 8.07 S76'21'47'E 2639'43" C31 139.00 36.72 36.61 N60'40'040E 15'08'04" G - 04 w C12 120.00 75-42 74.18 N17'41'56"W 36*00'35" C32 139.00 53.54 53.21 N79'16'14"E 22'04'15" BLOCK 8 < tJ ANDCL C13 101.00 47.92 47.47 N13*17'06"W 27'10'55" C33 21.00 28.82 26-61 N2'24'55"E 7837'46" �'S O`�� N CD cV C14 139.00 90.26 88.68 N1817'48"W 37'12'20" C34 26.00 13.00 12.86 S51*13'05"E 28*38'15' 0 ? N Q CL 7 7 70 �9 C15 139.00 51.71 51.41 N26'14'33"W 21"18'50- C3 0.5 26.00 4.12 4.11 S41'26'06"E 9'04'16* f 6 0 C16 139.00 3&55 38.43 N7'38'23"W 15'53'29" C36 26.00 8.88 8.84 S55'45'1 YE 19'33'59" 'C C�9r11�s'f Z� �QZ W w C17 50.00 46.07 44.46 N63'17'48"W 5247'40' C37 54.00 270.74 64.04 N78'05'48"E 28716'01' �� G'pRY �+ G (� o � G. P Qw N Q C18 31.00 28.56 27.56 N63`17'48"W 52'47'40" C38 54.00 66.07 62.03 N30-29.05"W 70'06'15" z c~n � w Cl O N cn o C19 69.00 63.58 61.35 N63'17'48"W 5247'40" C39 54.00 204.67 102.37 S66-51'05"E 217'09'46" wo " o CD C20 69,00 22.12 22.02 NBO'30'42"W 18'2151" "' m N DETAIL 'C' V z o SCALE:1"=5' Q w w LL <= -J ouoLLo IDAHO 9955 W. EMERALD ST. .]OB NO, zo-��s SURVEY BOISE, IDAHO 83704 GROUP, �•� (208)846-8570 P:\ rTick rrick Sub No 3 20-106\dwg\Plat Warrick Sub 3 PLAT.dwg 4 6/202❑ 9:51:06 AM SHEET 3 OF 5 G RO U P j LLC SHEET C2 . 2 LO 00 Ln W � i N CY) I O O 00 v� � z 0 o � °° Q w 0 30' 60' w � SEE SHEET C3.2 / z ` SCALE 1" = 30' J c i \\I p I Q Q KEYNOTES: J CD In o Li Q C CONNECT TO EXISTING CURB, GUTTER, SIDEWALK AND ASPHALT. r , I� M Q C' J + O CONTRACTOR TO FIELD VERIFY ELEVATIONS BEFORE CONSTRUCTION. o `.J rJ c> i IF DISCREPANCIES OCCUR, CONTACT ENGINEER OF RECORD FOR v o `� CO POTENTIAL RE-DESIGN. 04 �, �, (� O C. 76.66 LI i + + 4 + ` X - o eLIP R20 0o II O REMOVE SIDEWALK AND ROADWAY BARRICADES. REUSE IF POSSIBLE. '^ O U� 7 SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT. REPAIR PER ISPWC _ O3 AND ACHD SUPPLEMENTAL DRAWING SD-301, SD-303 AND Q l 76174 LIP SD-806.. . O0+75.42 5 �77.63 CL UX1+00 0 0 _ 2+0 .55 INSTALL PEDESTRIAN RAMPS PER ISPWC AND ACHD SUPPLEMENTAL LL M ° i O DRAWINGS SD-712H TYPE H1. O O O 2 S. CARNEROS WAY 76.96 LIP 2+02.55 ; 4 0. 77.10 CL w / 76188 LIP 5 INSTALL 4' VALLEY GUTTER PER ISPWC AND ACHD SUPPLEMENTAL O O DRAWING SD-708 m N CE .� 78.07 CL o 0 6 U U-, O O lrG 2 ox 2 `� `� `� 76.96 LI O i � � 's � � � co � O O ,o � ^ � � I + b CNOTE: W� � �1M � ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% Uf WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD J I oo 0 r- ; SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO O THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE j a IT \ Y COLORED 'TRAFFIC YELLOW' �\ m 2 LOCATED WIANY THIN BUILDINGS, TEST PITS,CURRENT OR FUTURE RIGHT-OF-WAY P A TSHAL DRAINORM BEREEOXC VATED TONDS AND NAT WATERWAYS NATIVE o SEE SHEET C3.1 SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL DATA m TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC Y SPECIFICATION AND A COPY OF THE COMPACTION TESTS. 3. MINOR ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INCH (J") MIX, PG 64-28 FIVE INCEHES 0° \ \ (5") THICK. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH (J") MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 5. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. W O � O O O UO O O O O � S. CARNEROS WAY PROFILE � 0+00 1 +00 22-0®Ci n-- O Q O 6 2X0�SSB�S C0 C0 GB 26776.779co c9�'vFQpSti�� or_1 2680�Co Ln� �2680 FINISHED GRADE +N o o04 N N EXISTING GRADE M ±N = m a m cD -0.58% - - N V) - - - - - - - - - - - - - - - 1.907 0 %2.00% ` N cc �_ p W I N LU W "' CL V) o 2675 2675 10 CL N c z#zN Y Q W ACV Uj CO ONof af Q W J �J Cn CD W Cl ` W 00 Nt CD Cn U o W 2 � CD d = CDN V �2 m m o w o z � Q w L o = Q Plans Are Accepted For Public " � `_ 2670+00 1 +00 22-M �Street Construction 5\p NA L F� By stamping and signing the improvement plans, the Registered !` G ST RFo G' Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically g412 and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered 04/02/20 Engineer of these responsibilities. S'Tq rE OF 0P, 0 P BY DATE tiq�S• K 1N�� ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 0 LO 00 N LID N E C'7 I C) SEE SHEET C3.0 00 S op 22 23 24 25 ��. 26 27 28 29 + z0 cn i Q w D 0 30' 60, W ----- o SCALE 1" = 30'c J 5 M n M _j _j V 2680.00FG 2680.00FG o --`��' o CD � o U o 0Ful 0 + � � � � o of - C J 0 rn 00 Lrii ` ^ ^N.82 LIP ao 6 � ^ o°° x + + 96 LIP � J�V` I� j / 2679.36FG Q o o �6, 2679.72FG so s '^ v 9 M KEYNOTES: W Z 3 6 79 054CL y 76.74 LIP o0 7+10.82 0 cr 2+00 3+00 o b 4+00 5+00 76.96 LIP o 76.88 LIP o' 76.66 LIP 76.69 CL 2679.48FG kpp o I - �- - - I - Iff) I I I I - - - 6+00 - o o - 7+00 rn BLOCK 4 9. 1 M M 5+71.95 6+08.45 �+T_44 "' W O INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE. V C) ��642�p TRc 4 E. ALSTON ST. 77.25 CL 77.10 CL . (_ �ss�( S3Sp. LLd O INSTALL TYPE III ROADWAY BARRICADE WITH SIGN THAT N 0 STATES THIS ROAD WILL BE EXTENDED IN THE FUTURE . O 1+23.45 16.50'R Uf 78.97 TRC Plf Plf PlfLL 0+44.91 o o 0 0 0 0 0 o O INSTALL 24' WIDE COMMON DRIVEWAY. SEE DETAIL SHEET Q 79.48 CL Cr co co cri co (0 /'� coo coo � 3 C3.4. W 00 267 79.40 TRC 0+44.91 16.50'R o M , o n ,"� M C, N �� pp O 0+44.91 16.50'L Cn 79.40 TRC ,� ,�00 ^ rn � rn rn ,� _ o 18 + N N Li + + o+ + + + + + 5`O�� O WIDEN SIDEWALK AT COMMON DRIVE TO BACK OF CURB. 1 D � � o �k 4 --,- SIDEWALK TO BE 6" THICK AT COMMON DRIVE. 7+10.82 16.50'R CD 1 76.61 TRC Q O INSTALL PEDESTRIAN RAMPS PER ISPWC AND ACHD D BLOCK 7 SUPPLEMENTAL DRAWINGS SD-712H TYPE H1. LLI 79.58 TRC } o } 0+00.09 16.50'R BLOCK 7 _ _ 7 INSTALL 4' VALLEY GUTTER PER ISPWC AND ACHD 0+00 16.50'L / 79.58 TRC ��' O SUPPLEMENTAL DRAWING SD-708. o+oo B 1 2 79.66 CL 1 ��' ' INSTALL 5' SIDEWALK PER ISPWC AND ACHD FUTURE WARRICK SUBDIVISION ' _--'0 O O 9 10 11 O SUPPLEMENTAL DRAWIN SD-709. O O O , 1 I • • • --- 1 aid aid lid O W Q L� O Q n Q � S. PLUMERIA AVE-E.ALSTON ST-S. CARNEROS PL PROFILE 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 7+25 CNOTE: W Q ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP 0- AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED o� �x06 9 TRAFFIC YELLOW' +N + 2. ANY ABANDONED BUILDINGS, TEST PITS, TEMPORARY STORM 0 o N N c ql DRAIN PONDS AND WATERWAYS LOCATED WITHIN CURRENT OR CD gym' ±`" FINISHED GRADE 9�'�Fpo'1' FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC Tn Tn SPECIFICATIONS. PROVIDE SOIL DATA TO VERIFY NATIVE MATERIAL 2680 -0.40% a,a, 2680 MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC w -0.55% +cco o r- 4 cc ID SPECIFICATION AND A COPY OF THE COMPACTION TESTS. a "'m "' �N + 3. MINOR ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INCH ( ") �1 -0.40% " CD m M '�m MIX, PG 64-28 FIVE INCEHES (5") THICK. LOCAL RESIDENTIAL N N - - - - - cD ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH 6") MIX, o - - - - - - - - - - - - - - - - - - PG 58-28 TWO AND A HALF INCHES (2.5") THICK � N - - - - - - - - - - - - - - - - w _ _ _ - _ - - - - - - - - _ _ - - - - - - - - - - - - - - - - - -0.40% -0.40% 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT o _ _ _ _ - - - ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH cnCL vi POLICY AND EXISTING PAVEMENT MARKINGSUj 5. SIDEWALK ELEVATIONS ALONG E. AMITY RD. MUST MATCH ~ cn `� N a EXISTING GRADE CENTERLINE ELEVATIONS OR BE WITHIN t0.5 FEET OF ? w o0 0 Cr CENTERLINE ELEVATION. Q LT oN "' Q a 2675 2675 6. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST z N CD w o �i BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE Z Cnn � o RIGHT-OF-WAY PERMIT. CD�`' �' c' o a = CD (N V �2 m m o w o z � Q w L =� Q - - Plans Are Accepted For Public " � `_ 2670 2670 Street Construction S\oNAL F 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 7+25 By stamping and signing the improvement plans, the Registered �5 GIST RHO C Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically g412 and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered 04/02/20 Engineer of these responsibilities. �61 7-E OF OP�0 BY DATE tiq D S K IN�� ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 1 LO 00 ---------------------------------- ------------------------------------------- ------------ --------------------------------------________________________-___--------___________---______-----_____-____-___- ---_-___ ----______= ---------------------------------- ----------------------------- _---- -------- - ------------------------------------------ ___--_------------------ - -__- ------------- --------------------------- ---------------------------------- ------------------- --------------------------------------- --------- - - ----- ---- - - - - - - - - - - - - - - - - -------------------------- ------------- - - --- -------- --------------------- - - -- -- -------- - ---------- Y- / ��- - - - d3 d3 d3 , S . d3 - - - -- � - -- - - - - - -- - - - r � •�d3•r d� 6, •• r S •• I 1 d3 d3 s r S � S � • S \ �j •• �, _ -�3 d3 d3 d3 ,S ✓ S •• Sr .• �� . •S r iS S• .\ .. d3 d3 p , do O d • S •' : • • • ,1 • _S • S .•d3 • S�-J3• • r d3 do do �� -- ----- `� M . . do ==- \ P-------------- PIR W d3 d3 do ` I _ - ��\ - - -- - - -�� - -� ` 1 z ald - - _ ald - - - - -I ald - - � - - - - - - - - - - - - �- -- 6�0. I I / o - - - - - - - - - i= - -- - - - - -- - - - - - - - - - - - _ I i j I I I 0- - - - - - - - - - - 0 30' 6I < O 0 Q 00I w O = I I I I SCALE 1" = 30' z ff - 1 w I o I I J 9 SEE SHEET C3.3 ; i Z) ;U I 00 o� I I KEYNOTES: J CDA o � �� `fl 1 Q 7+91.91 16.511 1 00 00 I � I I I INSTALL PEDESTRIAN RAMPS PER ISPWC AND ACHD SUPPLEMENTAL r , M Q 76.23 TRC o J / o o o I II / O DRAWINGS SD-712H TYPE H1. �•J 0 i M o� �, o� c� c 1 o 04 0+50.43 2.00'L v 1 8 v co ao o~o `v rn 79.17 TRC � w / 0 4- c\ o r; �� \ INSTALL 4' VALLEY GUTTER PER ISPWC AND ACHD SUPPLEMENTAL 76.56 LIP �_ ^ ^ o+ °�° + ^ I �^� `�� `` / O DRAWING SD-708 z ao 1 6 ,� 76 47 LIP C 4 0C / + r�D o 1 n 6 + , o 10+97.59 16.50'L r'�p X \\ + 1 �' 78.31 TRC bo 1 \\ / U-) 'r- 1 _� / \\ / DOUBLE CATCH BASIN #1 WITH 2-12" INVERTS PER ISPWC AND s s� 1 CO/ ► \\� O ACHD SUPPLEMENTAL DRAWING SD-604A. 2676.23 TRC, 2-12" 76. 4 LIP \ \ 1 \` INV 2673.33'. (Q100=3.55CFS, Q25=2.55CFS). DOUBLE CATCH Q O s 9+81.48 10+17.98 10+54.48- 10+97.59 11+32.78 P� `\\/ BASINS SHOULD BE ONE STRUCTURE. w 76. 8 LIP o 77.21 CL 77.36 CL 78.39 CL �x 667 7+91.91 y 76.27 LIP - o 0 76.56 LIP 77.07 CL 2 1 00 14 79.05 CL log TQ 7+56.89 0 2 10 00 _ - - - INSTALL 2 RUNS OF t29LF 12" C-900 0 0.25%. Vloo= 2.56 2 76.45 CL 76.31 CL 8+00 _ c`", o`�o - 9+00 - - I - o �' CARNEROS PL. \ O4 FPS O (/� 6S0 - o 0 9+28.88 00' 76.98 LIP o 77.07 LIP \ / 8+55.88 8+92.38 76.78 LIP C o_ S , Q LL 4 76.56 CL 76.71 CL 76.86 CL 76.85 LIP �i \\ DOUBLE CATCH BASIN #2 WITH 2-12" INVERTS PER ISPWC AND w 77 / i / ACHD SUPPLEMENTAL DRAWING SD-604A. 2676.23 TRC, 2-12" R51.50' , INV 2673.26'. (Q100=3.40CFS, Q25=2.44CFS). DOUBLE CATCH O 76 69 CL / \ / 10+97.59 16.50'R BASIN SHOULD BE 1 STRUCTURE. o° P 3 / o \ / 78.31 TRC 11+78.67 �� Q 1x / / o D U o 80.82 CL 11 ,� INSTALL 2 RUNS OF t37LF 12" SDR-35 ® 0.25%. V -3.92 ,n 77.07 LIP c� I f +66. too- O C. o U � n / `° `� N i `\ 8p. 8p 2 O FPS. INVERT AT STORM DRAIN BAFFLE BOX #1 2673.17'. SEE S[ / � / a, 76 97 LIP g �, t �/ 48 rRC SHEET C3.4 FOR POND STRUCTURE DETAILS. 00 00 00 + ± ^ _ o+o �� I / a' M / va // START CUL-DE-SAC STATIONING U 1 2+98.61 2.001 00 per / O�Q 1 °° � 79.05 TRC i / / �6(0 7+10.82 16.50'R Q' 76.95 CL G 76.61 TRC �� END CUL-DE-SAC STATIONING x6 � SEE SHEET C3.3 / INSTALL STORM DRAIN POND PER ACHD BMP-11. SEE DETAIL ON 4.9 S , � oo i / SHEET C3.4. T 6+08.45 >6�95 76 \ �� // 00 77.10 CL �T�cSO� i 0 �C� 'b a .'�4, / / NOTE: 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% W WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' 2. ANY ABANDONED BUILDINGS, TEST PITS, TEMPORARY STORM DRAIN PONDS AND WATERWAYS C) LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO NATIVE (� SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC C SPECIFICATION AND A COPY OF THE COMPACTION TESTS. 3. MINOR ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INCH (2") MIX, PG 64-28 FIVE INCEHES W (5 5) THICK TWO AL A RESIDENTIAL HALF ROADCHES (2YS THICK ALLEYS SHALL BE SP-3, 0.50 INCH (J") MIX, S. PLUMERIA AVE-E.ALSTON ST-S. CARNEROS PL PROFILE 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 7+00 8+00 9+00 10+00 11 +00 11 +79 5. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. U I�N cD 00 N CD r 00 N 7til OX0 70x7 M 00 Ox �x19 �00 ?6 ° � ^° 'o O cv M yg3SgQy� EXISTING GRADE cOrli�'�'FQOs r- ±N �m 2680 � '' _ �" �M � � a6% 2680 Cq U_> 00 c0 00 r- +cD +N 2 o+Q U ^ �`D 0i0 _ _ +`� - - - - +`� - - - - - - -+ D- - - - gym - - - - -�M- - - - �.88% a nm rC ^N - - - - - �0� m m CD V N cN.� N Y - - - - 0.4 % 0.40% � 0.40% 0.40% o -0.52% 0.40% 0.40% cn M $cn a FINISHED GRAD y Z N N 2675 2675 - C-)awCr o Q J � ` W W C) `1- CJ O C 2 d = CD Q � N V r�2 m m o w o RE STORM DRAIN IRRIGATION ow�< = Q J o v o L_ o Plans Are Accepted For Public 2670+00 8+00 9+00 10+00 11 +00 11 +79670 Street Construction 5\o NA RF�c Fo By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically 9412 and previously approved by the District in writing. Acceptance of the 04/02/20 improvement plans by the District does not relieve the Registered s o Engineer of these responsibilities. C, TATE OF \OPT P y�10 KIN�� BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 2 N In 00 0 30' 60' r 0 30' 60' �T Ei N SCALE 1" = 30' M SCALE 1" = 30' S �' S i O O 00 SEE SHEET C3.2 \ A� °� \ z s \ o 'I b1O QLij 6 x, _ - W Qf s IliSEE SHEET C3.2 - IIII , ," Hill I 1 1, , ' , ►I�,I I , /-/'^`BLI(��,, , \ \ J 11 ��O I I Iliiiil Iil+ i ' I IIIIII, 1 -2679- ° > 7�x� uP '� \ - C r• IIII , , i 1 i , i , I lilll, / �.- . , KEYNOTES: II IIII o l Of � I I 1 1 1 1 1 1 1 1 1 I 1 1 1 I I j I I I I I �° � ,O � 7 5 LIP J O LLJo ,� I 5' I g 1 1 1 1 1 1 1 1 1 i 11 i i 1 o v s ��'.s INSTALL PEDESTRIAN RAMPS PER ISPWC AND ACHD SUPPLEMENTAL J ,n I I I I I I I I I I ( I I I I I I I o \ U + � J J I J IIII 11 I 111 1 1 1 1 IIIIII cn � 'r? � `� c� S°� 2 DRAWINGS SD-712H TYPE H1. 0 0 o I o III 1 1 I I I I II I I I I11111 co o �, O p� U U) U n c> >a a'n c� III I I I I I - p0 (/) cn � cD � I `''••.r `''cn � III 1 1 I I� I 1 I 1 I IIIIII ^ n N ^ � � �j �' � �j2J � .. III I I I I I IIIII + x o C� 2 INSTALL 4' VALLEY GUTTER PER ISPWC AND ACHD SUPPLEMENTAL < Z6.27 LIP C) IC! L rn n _1 1 1 1 1 1 1 I j I 111 , 1 11 I I I I 3 + s DRAWING SD-708 , 7�.97 LIP 7 98 LIP \ z Z W 1 cfl oo I I I I I I I I 1 l I I I 111 I I o� cD ^IIIIII 11 I I I I I I 1 I 1 I 0+46.08 77.07 _ F=1 o+ 1 0 + ( I I I I I I �1 I I I I IIIII 77.33 CL 2p 00 CD 81d • r i I I I I 1 I 3 11 1 1 IIIIII\ O�O O / III 1 1 1 1 1 1 , 1 1 111111 O3 INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE. i�, (� Z 1 1 1 1 1 1 1 1 1 I I I I I j1111 � 0+36.50 7 7 LI P v / 76.47 LIP I I I I1j 1 1 1 I I I (IIIII I 1 77.26 CL - �_ _ IIIIIIi i 1 i i iiiiiili ' 7799 C� 'E. RINCON ST. 1 `P > � 76.34 LIP �0.61% 0+36.50 I 11 1 1 1 1 1 1 1 1 1 i i I'i t 11 I o o 4 INSTALL TYPE III ROADWAY BARRICADE WITH SIGN THAT STATES Z \ I I� 1111111 I I 1 1 II II c x \ 9 U 0+00 76.76 CL IIIII 1 1 11111111 I 1+00 s6 °x 'P� O "THIS ROAD WILL BE EXTENDED IN THE FUTURE". W \ I I IIIIII I I I I 11111 I ¢ 1 .77 76.71 CL 00 1+00 w o I I 1 6 71 I I I I IIIIIIIII I F.fJ L.L [W1 I III I I I I I I I I I 1+24 CL O O 0 orIIII 4 I I I I IIIIII I I 77.87 CL �' > s EXISTING 8" PRESSURE IRRIGATION INSTALLED IN PHASE 1. U 2 76.56 LIP E. HASSET ST. I I I I III 1 1 I I 1 II 1 i `�� o °! s� �s° '�� O CONTRACTOR TO PROTECT IN PLACE. ENSURE PI IS SLEEVED 0.40% I I I III,1 I 1 I III 1 I 1 1111 I �o ° \ ACROSS HASSET AND GATE VALVES ARE INSTALLED AT R.O.W. 76.48 LIP I I I I 1 i I 1 1 1 1 I IIIIII I .\ I I III II 1 I 111j1111 I ] \ M ou ' j ' ' I 1 111'' 1 SEE SHEET C3.2 O LJJ N i i i l 11 I I I 1 1 1 1 1j1111 I J �. 6 INSTALL ASPHALT PATHWAY. SEE SHEET C5.0. 26 1? R20.00' • 1111j1 111111111 I 3 o J �9 11 1 1 11 111 I c� n c� o 11 I IIIII 3 1 I 1111111 I cfl � o U I II111 I I I I IIIIII I L� \� 76.56 IP 6� i i I 1 1 I I I IIII 111111 �' �, O INSTALL STORM DRAIN POND PER ACHD BMP-11. SEE DETAIL ON Q 0, .�� 1 1 1 1 1 1 1 1 I I I 111 I I I I + o �8 ^ SHEET C3.4. N f n M ^ rn I • ^l ml iji1 111 �11 IIIl 1I I W IWLJ b PROTECT IN PLACE EXISTING UNDERGROUND POWER. ENSURE� 0+ 5 O O I 1 I IIIII 1 i i 1 1 1 i i 1 i i i 1 / POWER IS SLEEVED ACROSS HASSET o . L5 I i iiii ' 1i i1 1i 1 IIIIII // 1 1 *b. II1111111 II11111111 18 1111j1 11 III I I IIII I I 11 I I I � III I I IIII l i I iii I I I I 6 1 1 1 1 iii SEE SHEET C3;2,-\ I � I � '.- I ►.►11 ! I I � II;1 it BLOCK 8 NOTE: 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% Z WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD O W SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO _J THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE Z COLORED 'TRAFFIC YELLOW' Lj__ 2. ANY ABANDONED BUILDINGS, TEST PITS, TEMPORARY STORM DRAIN PONDS AND WATERWAYS O LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATION AND A COPY OF THE COMPACTION TESTS. 3. MINOR ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INCH 6") MIX, PG 64-28 FIVE INCEHES Z (5") THICK. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH 6") MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK E. HASSET ST PROFILE 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS 0+00 1 +00 1 +61 5. SIDEWALK ELEVATIONS ALONG E. AMITY RD. MUST MATCH CENTERLINE ELEVATIONS OR BE W Q WITHIN t0.5 FEET OF CENTERLINE ELEVATION. E. R I N CO N ST PROFILE 6. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND 1+42 1 +00 0+00 OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. (/� Q EXISTING GRADE 00 � k00� 0+18.50 + Ox pOOX7 %xo, j O GB 2676.42 CD 26800- o m2680 0+18.50 � o . C)" �� ^� ooa^o GB 2676.92 S, Q +W �(O +CCD �� N^ oOM CD CD \ d - �m - - - - - - - - - - 2680±m �CN �� 0^2680 N rn +� CD �CD C7 C-Dm 1.4 /° C7- - - - - - - - - - - - - -C3 ACN - r -+N O C.� m o N m CD CD C' U -2.0o,%0 " 1.9016 c' ,� N rn N Uj of 8 0.70% W nm~ o � N CL CL Y FINISHED GRADE 0.70% 0.70% 2675 2675 ' 91q o.00%-2.00% Q LiCDCDQ J 3 CI CD W OCD / W W 0 (% U O S 2 2675 2675 o m V) 5 1 +42 1 +00 0+00 V w z � Of = Qw ~ J Plans Are Accepted For Public C1 " C) W 2670 2670 Street Construction S\oNAL F 0+00 1 +00 1 +61 By stamping and signing the improvement plans, the Registered �� G\sT RFa c Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically g412 and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered 04/02/20 Engineer of these responsibilities. ON rP�o E o f\o P y�O S. KIN�� BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 3 LO 00 -----__----_-----_- _ _ __ _ _ _ _ __ - ------ OBSERVATION __ _ _ _ _ __ POND SIDE SLOPES L1 -&W #t ________________________________________--------------- ELL 18" SDR-3,' INV AT BOX 2673.25' POND SIDE SLOPES SEE DETAIL THIS SHEET BOLTED DOWN GRATED N ACROSS STREET DIVERSION RUc U PI E _------------------------------------------------_-_-_-_-- SEE SHEET C3.9. SEE DETAIL THIS SHEET EXPANDED METAL COVER --------------------------------------------------- WITH HIGH ® �- �_ WITHIN SIDEWALK ------------------------------ , ------------------------------------------------------------- 1 OR MIN 50' FROM BASIN FLOW BYPASS ------- o TO DISCHARGE 1.32 CFS WEIR x-x -x-x Qe x- x-x =� -�-------------------------- �� (� Vl O GATE O _J w �-=---------------------------- OPENING AREA TO BE 0.21 FT2. W- - -------------- 2675.60' TOP OF BOX �TOP OF BANK ----------------------------------------------------- O •---------------------------------------------------- --------------OUTLET PROTECTION PER --------- 0 20' 40'ISPWC SD-628 (TYP) --------------------------------------------------- WMAINTENANCE ACCESS ------------------------------------------------ --------------------IWBOTTOM OF BASIN+ RAMP 15% MAX SLOPE -----BERM SHALL INCLUDE -------------------------- --------------------------- --------CLAY MATERIAL TO ---------_- -------- -------------------------- ---------------- -PREVENT WASHOUT ------------------- 6 ------------- -- - fl SCALE 1" = 20' O O O 2675.10' HIGH WATER ------------ - ----_ O o y W CONVEYANCE W SLOPES 3:1 OR GREATER O//O// N J W AREA, SEE W W MUST PLACE FENCE. _ _ _ _ _ _ _ _ _ _ _ NOTE 2 3:1 REQUIRES ACHD -~ - -- - - -- - � N W W W W W W W s APPROVAL; 2:t MAXIMUM d3 d3 18„ OUT O o II OUTLET STRUCTURE W W PRIMARY m W y ° �`\ ° ° O W _ _ 1ti� CIA BOLTED OWN GRATED O J W d3 \ -a d d3 ARMORED SPILL CHANNEL, do `- 76.50FG __ I s� EXPANDED METAL COVER J 4" MIN TOPSOIL OR AMENDED W sl ANGULAR RIPRAP, 6"-12" ----- I BOLT WEIR PLATE TO Q LLVEGETATION. NATIVE MATERIAL WITH NOMINAL SIZE WITH 76.10FG j 64.00' - - - - - - BOX STRUCTURE (TYP.) 0r , O4.00' t.J SEE NOTES BELOW NONWOVEN FABRIC PER Y� ISPWC SECT 206 & 2050. I U I MIN 0.5-FT DEPRESSION, Sp _ _ _ 90, 1.28 - o PLAN VIEW 10-FT WIDE - - I I 2673.10' BOX BOT Il N.T.S. 73.I OFG `� 73.50FG I WEIR PLATE WEIR OPENING TO BE z W " PRECAST 1.28" WIDE _ O O 90, �p 12" OUT WEIR BOX STRUCTURE V O O 4 CD O O STAGED OUTLET ,- WEIR STRUCTURE PLAN WEIR STRUCTURE SECTION o O CONTROL STRUCTURE WITH ,� TRASH RAC 100-YR W.S.E. rn _ \\ I I 12" IN 12" IN - NTS - - NTS - O O r r - LU CONVEYANCE ;" FREEBOARD: I o o o (/) W \ AREA, SEE ;r;r\\iC< 0.5' FOR WATER DEPTH <3' I rn Ni- o 4. :1 o OT 2 Or 1.0' FOR WATER DEPTH >3' 4. :1 w ANGLE FOR BOX O OUTLET PIPE, 12" MIN t> v` T � I cii � - NTS - 18" INV OUT O (O cr%"r:T�T�L:r�� rr�2r`yr r�rUr�r�rr<i i I Q TO MAIN BAY EXPANDED METAL COVER O NATIVE SOIL OR 4" MIN TOPSOIL I 2 � ,� O WITH VEGETATION 40.00' 2673.50' 2677.10 MNATI AL \ ryr r MIN. 3' SEPARATION FROM 73.44FG 73.84FG LJ SEASONAL HIGH GROUND WATER � 4" MIN TOPSOIL OR � AMENDED NATIVE MATERIAL , ;�; , /j 3 6 �� ti WITH VEGETATION. �\�\ 75.10FG �; 75.1OFG 76.84FG SEE NOTES BELOW SECTION 76.44FG �1 ° BAFFLE TOP: O Q NOTES: N.T.S. BOLT DOWN COVER O O O ON EACH CORNER O 1. SEE STORMWATER BASIN STANDARDS DETAIL 4, SHEET 2 $ BAFFLE TOP: O O 2. 2% MIN SLOPE TO OUTLET FOR CONVEYANCE AREAS 1 2 2675.10 O 2017 DETENTION BASIN WITH STANDARD DRAWING LLJ O ACHD S O GUIDELINESMWATER CD DESIGN FOREBAY BMP 11 II 6 o O 12" INV OUT FG EXPANDED METAL COVER TO FOREBAY 73.10 o 0 73.10FG 2677.10' 2673.13' I 1 I I 1 76.10FG 76.10FG' �� ° 2-12" INV IN 18" INV OUT I / O FROM CATCH TO MAIN BAY BASIN 2673.50' SEE SHEET C3.2 \ 0 2673.17' 8202.19 BMP 11 Detention Basin With Forebay(Pretreatment,Treatment&Storage) 12" INV IN FROM CATCH 12" INV IN 12" INV OUT BOTTOM OF IN FROM CATCH TO FOREBAY BASIN Description 2673.17'INBASIN 2673.17 4' STORM DRAIN BAFFLE BOX 2673.17' BOX 2571.10' This BMP is approved for pretreatment,treatment and storage. A conventional detention basin stores the peak design storm, treats and j -NTS- O discharges stormwater at a controlled rate to downstream receiving facilities. 1 I Design Refer to Section 8202.17 for design requirements. 1 / O I // ROW ROW PVC Liner Table moved to Section 8202.17.9 11 S. CARNEROS PL. 38'-0" LO PropertyTest Method English / // Profile Thickness ASTM D-1593 30 mil 8'-0' 1 33'-0" 1 8'-0" 2" ASPHALT PAVEMENT Specific Gravity ASTM D792 1.20 / 2,-6" OO 12" MIN FLAT 2'-6" 12" MIN FLAT 10' O Breaking Factor (Ibs/in width)(1" ASTM D-88BMethod A or 73 ' LANDING 5'-6" 16'-6" 16'-6" 5'-6" LANDING Elongation at Break (%) (2" jaw ASTM D-882 Method A or / BEHIND SIDEWALK BEHIND SIDEWALK separation) B 350 ,� 14'-6" 14'-6" , Z Modulus (force) at 100% ASTM D-882 Method A or Elongation Ibs/in width B 34 �OpFgX CUT Tear Resistance Ibs, min ASTM D-1004 Die C 8.5 SLOPE 2.00% SLOPE 2.00% S�pPE Low Temperature, °C ASTM 1790 -29 , Water Extraction(%loss max) ASTM D-1204 31 as modified b NSF 0.15 DRAINAGE POND PER ACHD BMP 11 :1 MPx F/�C Dimensional Stability (each ASTM D-1204 ±3 SECTION VIEW - NTS direction, %change max) 14" - PIT RUN VolatilityLoss %loss max ASTM 1203 Method A 0.7 4" - 3/4" MINUS CONCRETE SIDEWALK (TYP) COMPACTED 6" OF 3/4" GRAVEL INSTALL 4' STORM DRAIN BAFFLE CRUSHED GRAVEL SUBGRADE Breaking Factor ASTM D-3083 1 INSTALL OUTLET PROTECTION PER PER ISPWC AND ACHD SUP. ±5 BOX. SEE DETAIL THIS SHEET. as modified b NSF 6 ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-709. Elongation at Break ASTM D-3083 DRAWINGS SD-628. as modified b ±20 O INSTALL 4' WEIR BOX. SEE DETAIL NSF 4 THIS SHEET. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH ( ") STANDARD ROLLED CURB & GUTTER 1 OFT PATHWAY SECTION Modulus at 100% Elongation ASTM D-3083 INSTALL ±10LF 12" SDR-35 ® 0.70% MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK "'±20 INSTALL GROUND WATER PER ISPWC AND ACHD SUP. SCALE: NTS as modified b NSF O 12" INV AT FOREBAY 2673.10' SD-702 Q Hydrostatic Resistance(psi min ASTM D-751 Method A 100 OBSERVATION WELL PER ISPWC AND = 12" INV AT BOX 2673.17. ACHD SUPPLEMENTAL DRAWING CL INSTALL 48LF 18" SDR-35 OUTLET SD-627. PIPE ® 0.22% 33' TYPICAL STREET SECTION N INSTALL ±25LF 18" SDR-35 Q 0.24% O 12" INV AT POND WEIR BOX 2673.25' SCALE: NTS z O N Y INSTALL ARMORED SPILLWAY PER O 18" INV AT MAIN BAY 2373.44' 12" INV AT TEN MILE DRAIN 2673.14'. 8 �i � cfl M o ACHD BMP 11. 18" INV AT MANHOLE 2673.50'. cn I vi UJ CL 00 N. � � cMO I a P L P L z No l N Y NOTE: - U SIDE SLOPES TO BE ACHD 2675.10' HW 2675.10' TOP EP 24'-0" EP Q I J C4 CrCD a APPROVED SOD. CONTACT MAIN BAY DESIGN VOLUME w O o M ARMORED SPILLWAY. z w o �i � cYi, � o � 2676.10' FG V100=3722 FT3 SEE ACHD BMP 11. 2666.25' HW 2676.84' FG W DEVELOPMENT SERVICES AT CD ACHD FOR APPROVED EQUAL. REQUIRED VOLUME FOREBAY DESIGN VOLUME o 4 V100=3656 FT3 V100=1201 FT3 INSTALL BENTONITE V � � C° Q REQUIRED VOLUME CLAY LINER m V100=934 FT3 PER MANUFACTURERS z � Adopted: Res.2116(10/14/15) 8200-19 RECOMMENDATIONS. FG ON LOTS Q w � w SLOPE TO BE TOWARD SIDEWALK AND STREET N L w c� CLAY LINER 6" = Q -J Revised: Res.2185(8/23/17);Res.2208(12/13/17) 4, �.1 MINIMUM THICKNESS. v o / 1.25% MIN (LOT 3 BLK 1 t- & LOT 7 BLK 4) � Plans Are Accepted For Public PER THE SOILS REPORT BY MTI LANDSCAPE Street Construction F 2673.10' FG f 1O N A� 2673.10' FG DATED AUGUST 15, 2018, LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH ( ") J CO ,1ST ti STORM DRAIN POND NOTE: GROUNDWATER MEASUREMENTS MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK B stamping and signing the improvement plans, the Registered 12" INV AT POND FROM 12" INV AT POND FROM WERE TAKEN IN TEST PITS. Y P g g g P P 9 CONTRACTOR SHALL NOTIFY THE ENGINEER 2673.44' FG BOX 2673.10' GROUNDWATER IS EXPECTED TO BE Engineer ensures the District that the plans conform to all District IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED MANHOLE 2673.44' LOCATED AT 6.26' BELOW EXISTING 4" MIN. OF 3/4" ROAD MIX. WITHIN 3 FEET OF THE BOTTOM DESIGN ELEVATION policies and standards. Variances or waivers must be specifically �-F GROUND OR AT AN ELEVATION OF and previously approved b the District in writing. Acceptance of the 12 FOR ANY INFILTRATION FACILITY OR IF GROUNDWATER ±2671.00' NEAR TEST PIT 2. ACHD ALL SEWER CLEANOUTS AND p y pp y p 04 02 20 4" MIN TOP SOIL (MAIN AND FOREBAY) / / IS HIGHER THAN THE EXPECTED ELEVATION. WITH VEGITATION. SEE ACHD 2671.00' V INSPECTION STAFF MUST VERIFY improvement plans by the District does not relieve the Registered 611, o GW = WATER METERS IN THIS COMMON 14" - PIT RUN Engineer of these responsibilities. q r oP� IF ROCK IS ENCOUNTERED, THE CONTRACTOR SHALL BMP11 FOR SOIL CLASSIFICATION IS INFILTRATION LLY RATE EEDHEN FACILITY DRIVEWAY TO BE TRAFFIC RATED. g p C, q E OF \101 P HAVE PERCOLATION TEST PERFORMED BY THE SOILSS. ENGINEER AFTER POND IS FULLY EXCAVATED. IF THE BY DATE PERCOLATION RATE IS LESS THAN SPECIFIED BY THE 24FT COMMON DRIVEWAY SECTION ADA COUNTY HIGHWAY DISTRICT SOILS REPORT AND ENGINEER, CONTRACTOR MAY SHEET NEED TO DRAINAGEBLAST O OCCOURBORE TO REDESGNATTHEOSYDUIT STEMFOR SECTION VIEW - NTS TO DRAINAGE POND 2 SECTION PER ACHD BMP 11 - ACHIEVE THE REQUIRED INFILTRATION. - NTS - C3 .4 Lo 00 Lo N � N W E co O O ?S U' z 0 0 60' 1 20' co W W � SCALE 1" = 60' z J O d \ 12 0 \ WATER METER LEGEND p ^ o . _ I I I I I I I ( R CITY OF MERIDIAN RDIAN SERVICE.PER DRAWING W-1) Q Q _ I W W 3/4" SINGLE METER SERVICE. rn W s (PER CITY OF MERIDIAN STANDARD DRAWING W-2) V W 14 •'�"' 20 \ CENTER OF WATER METER TO BE 2' BEHIND C) / / O BACK OF SIDEWALK (TYPICAL). BLOCK 2 1 NOTE: Q " 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER Z METERS AND WATERWORKS BRASS BE ANSI/NSF 61 w ED U y�P 15 CERTIFIED. 0y I� 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER O ,K O O O O O O O O BLOCQ � \ ALL OTHER WATER LINES NEED 4' OF COVER. :v w o Q 12 11 10 aId aId 16 \ m C� PIR BLOCK 4 Z � 22 23 24 25 26 27 28 29 ' ' t 17 ��' \ o o No a W O 20 Z Z N ` ` o\ 4\ CFO E U W W �� OR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION W viN W \F ECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. (� SEE SHEET 4.3 N 1 8 ��F SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL 5-0 \ �'� SED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. 121 BLOCK 2 ` 19 \\ \ I E. ALSTON ST. _ — nn — _ E. ALSTON ST. I BLOCK 4 _ 1 S E B s ' D Q I s y� SEWER LEGEND BLOCK 7 EXISTING 48" DIAMETER SEWER MANHOLE N I BLOCK 7 s- BLOCK 7 — / 1 EXISTING 8" SEWER MAIN FUTURE PHASE 2 3 4 O O O 9 10 S y9\ BLOCK 8 5 O 'p NEW 48" DIAMETER SEWER MANHOLE aId s NEW 8" SEWER MAIN w \ o - - - - - - - - - - - - - - NEW 4" SEWER SERVICE STA: 6+82 4" SEWER SERVICE LABEL s BLOCK 7 - A: L STA: = SEWER MAIN STATIONING Q \ INV. 27.48 43.0' L OR R = LENGTH OF 4" SERVICE LEFT OR RIGHT OF MAIN LINE. \\ \\\\ INV 27.48 = 4" SEWER SERVICE DE BEASL LATERAL PT H RETAIN AND PROTECT IN P CE I O \ 10 FEET BEHIND PROPERTY LINE. \ o W _ a LINE C E�� A W _ I \ O — W W _ _ W SEE SHEET 4.2 s,/� fir, \ s s s \ BLOCK 8 N \ f~ \ N \ G < CL 9 6 \ C7 3 L o M N Y (.J ~ �(D \\\ BLOCK 8 \ \ uj N ' uj o w D z NCL ow N a _ Y Id ald ald ald \ \ \ \ ` \ z Y \\ Q<i LiCD W CD o N Q a18 alp • GIR ald ald — — — — —— — — ___/ W w CDLi V) c) o GIR GIR GIR 1 m N V m p LLJLLJ o Z Y � LLJ = Q W Cl U Cil L.L C) N A F� G\sT 9412 04/02/20 ptiq�S oK IN��P SHEET C4 . 0 - -�J- D I - - - - - - - - - -- - - - -43 d3 S .v d3 da d3 d3 d3 d3 a d3 9 d3•, d3, d3 ' � • `� S ,. S . � . •. �b • ` •s� y` • •� S . . y'• .�. . b •� .: � S . � S ' .•S . .' � s; S• '. , �• :S iS ,• S •. � � • y • � b � •' S • � .. • • `S • . ;• S• . 1 d3 d3 d3 d3' d3 - d3 'd3 d3 d3' d3L d3 x 'd3' d3 -81d 81d 211d 81d 81d 81d --- - PIR PIR - - - - - - - - I - - -- - - -- - - - -- - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 - - - - - - -- - - - - - - - - - - - - O O z 0 30' 60' Y �Ov l t152 LF 8" WATER MAIN W - U) SCALE 1" O - 30' N U Y _ __j c� o J WATER METER LEGEND I+�_ � � I� �I t14 LF 8" WATER MAIN °"' El t143 LF 8" WATER MAIN o 4 Q ?I ±68 LF 8" WATER MAIN ¢ 2 4 " 3/4" DOUBLE METER SERVICE. 2 N ±54 LF 8" WATER MAIN ±84 LF 8" WATER MAIN 2 (PER CITY OF MERIDIAN STANDARD DRAWING W-1) � m Q RPBPB j ±24 LF 8" WATER MAIN 0 6 /o ,IN / \ 3/4" SINGLE METER SERVICE. / STA: 3+30.14 SSMH 5 / 3 SSMH 6 d (PER CITY OF MERIDIAN STANDARD DRAWING W-2) W EXISTING SSMH 1 ( 1 6 \ LINE A STA: 5+91.23 N Li 5 STA: 0+00.00 �--� �/{ S STA: 2+92 13 - - - 4LINE C STA: 0+00.00 - U CENTER OF WATER METER TO BE 2' BEHIND O Q � I 1 / t94 LF 8" WATER MAIN sr q 2 w f w BACK OF SIDEWALK (TYPICAL). SSMH 2 ��6), x�� - p 0� 5 STA: 0+60.31 \Xq 5 _ _ 108 4 _ 5 _ 10 _ 5 _ ( Lu Yj s \ oo 6 �s 4+00 S. CARNEROS PL. 5+00 6+00 2 NOTE THE CITY OF MERIDIAN REQUIRES THAT ALL WATER C) 155' � � \ oo - s s s s W METERS AND WATERWORKS BRASS BE ANSI/NSF 61 U 3 7 /max �> ¢ A54 LINE A 5 90, p INE A W CERTIFIED. Q ��P < �0 2 k0o 3 � �'J / 5 " _ ( ) 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER z / ALL OTHER WATER LINES NEED 4' OF COVER. ±91 LF 8" WATER MAIN \ g� / moo / 2 0� f 3 / f 0 1, SEE SHEET C4.2 U " � �Fq �x00 5 3 � `�• 2 WATER KEYNOTES / SEWER LEGEND O 5 � �,� REMOVE BLOW-OFF ASSEMBLY AND ATTACH TO 8" WATER Q / Cq 7) r, Tq. �O O MAIN. SAVE BLOW-OFF ASSEMBLY FOR FUTURE USE. �x619 W OO EXISTING 48" DIAMETER SEWER MANHOLE INSTALL: W _ EXISTING 8" SEWER MAIN O 8" TEE (ALL )2 - 8" GATE VALVES (FLGxMJ) u� m 2 1 - 8" FLGxMJ ADAPTER t19 LF 8" WATER MAIN 1 9 00 • NEW 48" DIAMETER SEWER MANHOLE 2 O INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN 3 NOTE s NEW 8" SEWER MAIN STANDARD DRAWING W-8 CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION 5 o q. NEW 4" SEWER SERVICE INSTALL FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. 1-8"x6" MJxFLG LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL / 4" NL �� O NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. S p 1-6" GATE VALVE FLGxMJ � \O 4" SEWER SERVICE LABEL 0 26 STA: 6+82 t 14 LF 6" C-900 STA: = SEWER MAIN STATIONING P I 43.0' L 43.0' L OR R = LENGTH OF 4" SSMH 3 INV. 27.48 SERVICE LEFT OR RIGHT OF MAIN LINE. y POTABLE/NON POTABLE CROSSING LINE A STA: 1+89.77 O5 LINE B STA: 0+00.00 INV 27.48 = 4" SEWER SERVICE DEPTH SEE WATER NOTES 2&3 ON SHEET C1.0. W C� 10 FEET BEHIND PROPERTY LINE. •3 OINSTALL 8" 22.50' BEND < � LINE A PROFILE INSTALL 8" 1125' BEND O 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+50 O . INSTALL: Q O1 - 8" TEE (FLGxMJ) NOTE: 2 - 8" GATE VALVES (FLGxMJ) W 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE TO FACE OF MANHOLE. INSTALL 9 1 - 8" GATE VALVE 2.) SEWER MANHOLES TO BE CONCENTRIC O 1 - BLOW-OFF ASSEMBLY AND ARE TO BE INSTALLED WITH NO PER CITY OF MERIDIAN STANDARD DRAWING W-13 Q SUMPS. 2680 EXISTING GROUND 2680 W INSTALL - - - - - 10 1 - 8" TEE (ALL FLG) - - - - - - - - - _ _ - - - - - - 3 - 8" GATE VALVES (FLGxMJ) W � _ _ _ _ _ _ - - - - - - - - SEWER KEYNOTES f I CONNECT NEW 8" SEWER MAIN TO EXISTING SEWER MANHOLE. 04 I I FINISHED GROUND O a EXISTING 8" SEWER INVERT CALCULATED AT 2667.59. Q Z z 1 CONTRACTOR TO FIELD VERIFY ELEVATION. IF DISCREPANCIES OCCUR CONTACT 2675 I z 2675 ENGINEER OF RECORD FOR REDESIGN. 4" PIRR :a! z 0 o SEWER SERVICE WILL BE 4" PIPE WITH A MINIMUM 2% w rn 8" WATER MAIN 2 - 12 STOR DRAINS O SLOPE TO PROPERTY LINE. a' IICL 8" WATER MAIN INVERT = 2673. 1' 8" WATER MAIN W N°O (10 a p I Y ¢ ¢ INSTALL 4" SEWER SERVICE TO EXISTING SEWER MAIN. 8" SEWER ? o oN � W MAIN INVERT ELEVATION CALCULATED AT 2667.44' a- J N 34.01 LF 8" 3 Q w C4 Q SEWER Z cn n w Cl f 26701 I 4 0.41% �� I 1 0 0.40% 2670 Z N N CD 98.36 LF 8" SEWER 0.41% O4 INSTALL 4" SEWER SERVICE WITH C-900. V � m W 125.45 LF 8" SEWER 0 0.41% 48"0 SSMH 6 m 56.31 LF 8" SEWER ® 0.41% 5+9 .23 LINE A-SWR w 0+0 .00 LINE C-SWR Q w w L48-0SSMH 4 48 0 SSMH 5 RIM 677.0± m = Q 2+ 2.13 LINE A-SWR 3+30.14 LINE A-SWR o u o � o L48-0SSMH 3 RIM 2676.3t 8" I 2670.40-SE 8" IN 2670.40-SW 1+89 77 LINE A-SWR RIM 2676.5t 8" IN 2669.27-SE 48"0 EXISTING SSMH 1 0+6 SSMH 2 O+00 00 LINE B-SWR 8" OUT 2669.17-NW 8" UT 2670.30-NW \p NA L 0+60.31 LINE A-SWR 8" IN 2669.03-SE S � 0+00.00 LINE A-SWR RIM 2677.6t ,1ST G, RIM 677.Ot 8" OUT 2668.93-W 2665 RIM 2678.0± 8" IN 2667.92-S 8" IN 2668.53-E 8" IN 2667.59-S 8" OUT 2667.82-N 8" IN 2668.53-W 2665 8" OUT 2667.49-NW 8" OUT 2668.43-N VERTICAL SCALE 9412 04/02/20 C ATE OF SOP P S. KIN�� SCALE 1" _ SHEET 2660 2660 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+50 C4 . 1 N �J\\ E WATER METER LEGEND -T O_ CFOR E OO O cb I OR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION S 3/4" DOUBLE METER SERVICE. ECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. (PER CITY OF MERIDIAN STANDARD DRAWING W-1) 6n SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL 0 30' 60' z0 30' 60' I SED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. O A_ I 3/4" SINGLE METER SERVICE. (� d (PER CITY OF MERIDIAN STANDARD DRAWING W-2) > SCALE 1" = 30' I \ SEE SHEET C4.1 SCALE 1" = 30' � t76 LF 8" WATER MAIN + � I I I '� CENTER OF WATER METER TO BE 2' BEHIND 12 BACK OF SIDEWALK (TYPICAL). o ¢ I \ N I� z ��> I BLOCK 7 \ NOTE: IN zI IN z1 I I I SSMH 6 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER 1 1 ` LINE A STA: 5+91.23 METERS AND WATERWORKS BRASS BE ANSI/NSF 61 2 \ LINE C STA: 0+00.00 CERTIFIED. 2 2 I t93 LF 8" WATER MAIN i 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER O + N 5 %P \ / ALL OTHER WATER LINES NEED 4' OF COVER. SSMH 6 I � / � m FLINE STA: 5+91.23 I % z m ._ STA: 0+00.00 4 1 'o O / U w w \ I 2 ±65 LF 8" WATER MAIN 90° W 2 I 5 5 I � 5 I 3 P 0 I ��. - - - s�9 \ \ WATER KEYNOTES O � � W6+00 S. CARNEROS PL. J 7+00 7+ 91 1 5 6 �\�00 ��G �2F�'o s s s \ s INSTALL W 5 9�, p LINE A / \ Al 1 - 8" GATE VALVE Wm M / \ s W � O 1 - BLOW-OFF ASSEMBLY W PER CITY OF MERIDIAN STANDARD DRAWING W-13 W SSMH 7 _ Q 1 o o 143 5 !(�j = U W STA: 7+54.91 = - `�V / a 1+ 38 1+00 INSTALL: f 3 } I W 1 - 8" TEE (ALL FLG) 3 - 8" GATE VALVES (FLGxMJ) / \��9 x 3 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN S 1+47.38 SSMH 15 \� l > O STANDARD DRAWING W-8 U N / TA: SEE iTHIS SHEET INSTALL Q co I / SSMH 10 1-8"x6" REDUCER / + J STA: 0+79.22 / O 1-6" GATE VALVE FLGxMJ Q C t19 LF 6" C-900 / ¢ 00 z // 5 POTABLE/NON POTABLE CROSSING O W W SEE WATER NOTES 2&3 ON SHEET C1.0. / INSTALL 00 / O 1 - 8" 22.50° BEND S1 - 8" 11.25' BEND 4,a BLOCK 8 0 SEWER LEGEND W OO EXISTING 48" DIAMETER SEWER MANHOLE L,__ U 0 EXISTING 8" SEWER MAIN LINE A PROFILE LINE C PROFILE 1 +47 1 +OO 0+�� NEW 48" DIAMETER SEWER MANHOLE 5+50 6+00 7+00 7+55 Q � s NEW 8" SEWER MAIN NOTE: NOTE: NEW 4" SEWER SERVICE W 1.) ALL SEWER PIPE LENGTHS ARE FROM 1.) ALL SEWER PIPE LENGTHS ARE FROM = Q FACE OF MANHOLE TO FACE OF MANHOLE. FACE OF MANHOLE TO FACE OF MANHOLE. STA:-6+T2 4" SEWER SERVICE LABEL 2.) SEWER MANHOLES TO BE CONCENTRIC - 43.0' L STA: = SEWER MAIN STATIONING 2.) SEWER MANHOLES TO BE CONCENTRIC EXISTING GROUND AND ARE TO BE INSTALLED WITH NO INV. 27.48 43.0' L OR R = LENGTH OF 4" AND ARE TO BE INSTALLED WITH NO SUMPS. SERVICE LEFT OR RIGHT OF MAIN LINE. SUMPS. EXISTING GROUND INV 27.48 = 4" SEWER SERVICE DEPTH W 10 FEET BEHIND PROPERTY LINE. 2680 _ _ _ _ 2680 2680 2680 W - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ Q SEWER KEYNOTES FINISHED GROUND FINISHED GROUND OINSTALL 4" SEWER SERVICE WITH C-900. 04 ui 2675 < co 2675 267 z 675:Fc co I m � N $' wPSER MPS SEWER SERVICE WILL BE 4" PIPE WITH A MINIMUM 2% C7 N 8" WATER MAIN O SLOPE TO PROPERTY LINE. z Y N � 8" WATER MAIN 8' WATER MAIN / Ur� Cc W rn rn c� 1 1 W � � 1 M rn O 159.69 LF 8" SEWER @ 0.87% 64.16 LF 8" SEWER ® 0.41% CL 00 Z ~ � z#z I a N � � N Y W 0 O � v 75.22 LF 8" SEWER ® 0.41% Q w N N Q Q 4j Cl 2670 48"0 SSMH 7 7+54.91 LINE - 2670 2670 2670 W w o o RIM 2680.4t 48"0 SSMH 15 o a = N 8" OUT 2671.80-NW 1+47.38 LINE C-SWR 48"0 SSMh 10 o m 48"0 SSMH 6 RIM 2678.1 t 0+79.22 L NE C-SWR 48"0 SSMH 6 V C° Q 5+9 .23 LINE A-SWR 8" IN 2671.17-W -KNOCKOUT RIM 2677. t 5+91.23 LINE A-SWR m o i 0+0 .00 LINE C-SWR 8" OUT 2671.07-E 8" IN 267 .81-W 0+00.00 LINE C-SWR z � o RIM 677.0t 8" OUT 26 0.71-NE RIM 2677.0t w 8" I 2670.40-SE 8" IN 2670.40-SE � = Q 8" I 2670.40-SW 8" IN 2670.40-SW o v oLi- o 8" CUT 2670.30-NW 8" OUT 2670.30-NW 0,'\o�s A 2665 2665 2665 2665 VERTICAL SCALE VERTICAL SCALE 9412 0 3 6' 04/02/20 0 3' 6' 61 �0 ATE OF SOP P SCALE 1" = 3' S. KIN�� SCALE 1" = 3' 2660 2660 2660 2660 SHEET 5+50 6+00 7+00 7+55 1 +47 1 +00 0+00 C4 . 2 SEE SHEET C4.1 t400 LF 8" WATER MAIN 00 0 �T 0t40 LF 8" WATER MAIN 23 ±110 LF 8" WATER MAIN 24 25 BLOCK 4 29 10.00' Ln 5 N �N , �� I+ :1 + �'� , � W E 0 WATER METER LEGEND 20 I� �I I� �I I" �I IN �I IN ��I I� �I I zl U) z>I `'t ��} Z J s 3/4" DOUBLE METER SERVICE. Of 3 I 3 5 I Q I (PER CITY OF MERIDIAN STANDARD DRAWING W-1) z f�' \ 0 30, 60' O c \ 3/4" SINGLE METER SERVICE. \oo 5 5 5 5 5 5 5 I 5 2 cJ (PER CITY OF MERIDIAN STANDARD DRAWING W-2) W SCALE 1" = 30' \ \ SSMH 2 STA: 4+95.01 nn 4 M Inn E. ALSTON ST. I m M I M 4 CENTER OF WATER METER TO BE 2' BEHIND 5 LINE B �0 90 LINE A U BACK OF SIDEWALK (TYPICAL). BLOCK 4 \ s s74> sLl s s s raj NOTE: 4+ 0 3+00 2+00 1 00 0 0 W 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER \ 5 2 METERS AND WATERWORKS BRASS BE ANSI/NSF 61 N CERTIFIED. \\ W 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER O 18 167° 1 I N ALL OTHER WATER LINES NEED 4' OF COVER. Q 5 5 5 C/ �--� 5 � 0 x SSMH 13 N oo SSMH 11 " STA: 5+55.20 + FROM MH13 I- - �I I"' �I I+ N STA: 2+47.50 N N o + - o 35 7 ��J �M �J IQ N�I IQ N I�N I� N�I SSMH 3 WATER KEYNOTES W z z I� > Imo_ > Q > Q > LINE A STA: 1+89.77 INV. 72.10 Q ' J J LINE B STA: 0+00.00 O 1 1O INSTALL 8" 45' BEND (� BLOCK 7 9 > � N t88 LF 8" WATER MAIN O 02 INSTALL:- 8" TEE (ALL FLG) O f f BLOCK 7 O 2 - 8" GATE VALVE (FLGxMJ) M - 1 - 8" FLGxMJ ADAPTER 6 O 3 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN u/ STANDARD DRAWING W-8 - - - I O SEWER LEGEND (DOO Q FUTURE PHASE INS8TALL MJxFLG U N I O O O O OO EXISTING 48" DIAMETER SEWER MANHOLE O 1-6" GATE VALVE FLGxMJ ±12 LF 6' C-900 I EXISTING 8" SEWER MAIN O i I aid- POTO SEEEAWA ER NOTEOSA26LE&3 ON SHIEET C1.0. NEW 48" DIAMETER SEWER MANHOLE INSTALL W s NEW 8" SEWER MAIN O 1 - 8" GATE VALVE W N _ _ _ 1 - BLOW-OFF ASSEMBLY u� - - _ - - - NOTE NEW 4" SEWER SERVICE PER CITY OF MERIDIAN STANDARD DRAWING W-13 SETA: 6+82 4" SEWER SERVICE LABEL CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION ! 43 0' L STA: = SEWER MAIN STATIONING FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. INV. 27.48 43.0' L OR R = LENGTH OF 4" LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL SERVICE LEFT OR RIGHT OF MAIN LINE. BEASLEY LATERAL �- _ _ NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. INV 27.48 = 4" SEWER SERVICE DEPTH SEWER KEYNOTES PROTECT IN PLACE - - _ - _ 10 FEET BEHIND PROPERTY LINE. CONNECT 4" SEWER TO 8" SEWER MAIN AT THIS LOCATION. 8" W O INVERT ELEVATION AT 2671.45'. 1 0 INSTALL t47LF 4" SDR-35 SEWER SERVICE ® 2% MIN. SLOPE OINVERT ELEVATION AT 8" MAIN (SE) = 2671.45' M LINE B PROFILE INVERT ELEVATION AT 4" SEWER CLEANOUT (NW) = 2673.39' 5+55 5+00 4+00 3+00 2+00 1 +00 0+00 W INSTALL 4" SEWER CLEANOUT TRAFFIC RATED. ORIM = ±2679.49' NOTE: INVERT ELEVATION = 2673.39' 1.) ALL SEWER PIPE LENGTHS ARE FROM Q FACE OF MANHOLE TO FACE OF MANHOLE. MANHOLES TO BE CONCENTRIC INSTALL t30LF 4" SDR-35 SEWER SERVICE ® 2% MIN. SLOPE 2.) SEWER MA AND ARE TO INSTALLED WITH NO O4 INVERT ELEVATION AT 4" SEWER CLEANOUT (S) = 2673.39' W SUMPS. INVERT ELEVATION AT END OF SERVICE (N) = 2674.59' W FINISHED GROUND u 2680 2680 O SEWER SERVICE WILL BE 4" PIPE WITH A MINIMUM 2% SLOPE TO PROPERTY LINE. Q _L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING GROUND z Z Z w :Fc co 267 675 a N N � 8 WATER MAIN 0 N 8 WATER MAIN cc N S I nre) w �W CL 00 � � o L ~ I a N c N Y w OO ® 0.61% U Q w oN � ¢ a 19 LF 8" SEWER N _ w o �i z 43.51 LF 8" SEWER 0.41% 2670 w oz V) � o oC 2670 48"0 SSMH 13 243.50 LF 8" SEWER @ 0.40% U a a m N 5+55.20 LINE B-SWR 48"0 SSMH 12 RIM 2679.3t 4+95.01 LINE B-SW o i 4" IN 2671.38-SW RIM 2679.0t m 8" OUT 2671.04-NE 8" IN 2670.70-SW 48"0 SSMH 11 z 8" OUT 2670.60-E 2+47.50 LINE B-SWR v w RIM 2677.9t � = Q 8" IN 2669.61-W 48"0 SSMH 3 o u oLl- o 8" OUT 2669.51-E 1+89.77 LINE A-SWR 0+00.00 LINE B-SWR RIM 2677.0t \p NA 8" IN 2668.53-E 5�' G�s T FtiG, 2665 8" IN 2668.53-W 2665 8" OUT 2668.43-N VERTICAL SCALE 9412 0 3' 6' 04/02/20 �yq 7,S.oK IN��P SCALE 1" = 3' 2660 12660 SHEET 5+55 5+00 4+00 3+00 2+00 1 +00 0+00 C4 . 3 Lo 00 Lo N N W E co O O ?S U' z 0 0 60' 1 co I > W W OfSCALE 1" = 60' z J 0 STREET LIGHT NOTES: J rQ m Q TYPE 2 STREET LIGHTS SHALL BE INSTALLED U � 0 AT LOCATIONS SHOWN IN PLAN Z Z W O •d � 12 ',i' Og � � � 0 0 • o I I I I I I d LJJ m Z U — / I 13 \ O U Q W LL S I � S \ W 0(: Q 20 Z I I Q�P BLOCK 2 Z Q CD U W LLJ �K O O O O O O O O BLOC( � )R-� U-) � 12 11 10 ald ald PIR BLOCK 4 i. 22 23 24 25 26 27 28 29 o O • ' 20 STREET LIGHT TYPE 2 53622C 1 8 F 1 I I BLOCK 2 19 \ M O M E. AI STON ST. _ E. ALSTON ST. BLOCK 4 s s \ STREET I TYPE 2 LIGHT I I I I I I I I I 53622C a STREET LIGHT p \ W 1 8 STREET LIGHT w TYPE 2 TYPE 2 V \ W � 1 53622C 53622C BLOCK 7 s N I BLOCK 7 s 9 ` `� \ ~ BLOCK 7 / 1 FUTURE PHASE 2 3 4 5 O O O 9 10 11 \ BLOCK 8 2 q \ O � . O O O O � ald \ O BLOCK 7 0 s ` N uj O a � a 3 Y _ �p I o w CL W S CL N a Y s s s ' , \ BLOCK 8 w o ~ STREET LIGHT fF� ` ` w zo � Y o U O ~ LL TYPE 2 �s CD 53622C A 6 \ \ M m / / V m / / \ . • L i LLJ BLOCK \\ ` o = o � o T7 I � \ .�' \ 5 c,\sT tiC 0 Id ald ald I ald — —> aIJ aIJ • GIR GIR 1 � I GIR �. •t. GIR �J , 9412 04/02/20 S. K SHEET C4 .4 Lo 00 Lo N N W E C'I O O S ? � z 0 cn Q w 0 50' 100' w Z SCALE 1" = 50' J J U f \\ \\ KEYNOTES: DilOEG \\ Q Q I / 13 75.86EG) INSTALL 5FT SIDEWALK PER ISPWC AND ACHD W \ \ \ \ `� O SUPPLEMENTAL DRAWING SD-709. SIDEWALK V w _ _ _ \ •• i \ `\\ `\\`\\ `�\ INSTALLED IN GRASSCRETE AREAS TO BE 6" THICK. v U _ • \ z \ (76!%3E6`), \ V s \ ``\ `\ `� O SLOPE FROM FINISHED GRADE TO EXISTING GROUND v \ d� o� g ` `v `� 2 AT 4:1 SLOPE. r n V I I I I I I I �78.19FG 14 77.53FG O 7 I \ BLO K 2 \ a� . s\ (77.08EG) \\ O ATADE 110%FROM SLLOPEXISTING GROUND TO SITE GRADING w U 78.01 FG 0 77.75F ° r�\\ 5\ \\\``\ \\\ O SLOPE FROM EXISTING GROUND AT 4:1 SLOPE FOR L.L _ 00 \ m Cal ` l U O O U O O O O O 1 \ 77.61 FG \ • .•j\ \ (77` \�61 \\`\ Z BLOCK 4 76.4 EG BLOCK 77.99SW \ •�\ ►'\\ ` `� `� 5 INSTALL ASPHALT PATHWAY. SEE DETAIL THIS ( ) (7 .56 G (76.65EG) (76.78EG) (7 .87 G) (77.00EG) (77.11 77.06EG U SHEET. Q 13 12 11 10 aid ai aid - _ 16 78.17FG\ �,\ \\\ \\\�\\ \\ Q U 0 (76.29EG) 4 (76.47EG) > \\ °�' ,.\ \`�\ \`�\\� `\\ 9 o BLOCK 4 77.40FG \\ U U � 77.13FG \ i \ \(77.8�EG`j\\ \ W 79.1OFG 78.82FG 78.53FG 78.25FG 77.97FG 77.69FG \ •\ ` `\\ `\ 77.58FG 77J2FG f \ \ 22 79.20FG 23 24 25 26 27 28 29 I r I 1 17 78.13FGLo • .\ \� �� M Of 77.62SW 16 20 79.00FG 79.00FG �6j] oy l•\ k \� \� 2679 C, \ (76.61EG) L6��' vi - 76.75FG \\ d• • f \\ (7-7 \`\\ 79.89FG 80.00FG 80.00FG 18 78.39FG 79.1OSW 78.82SW 78.53SW 78.25SW 77.97SW 77.69SW 77.41SW 77.08SW 76.1 8. 9F \ \ \ \ 0.0 76.73SW � \ BLOC, 226�8 17 9 M M 76.47FG a \\ ` (78\�3 EV U M M E. ALSTON ST_ - 73.10FG .•`\\ \`\ \`\\`\ \`� 79.49FG (76.98EG) �LOCK 4 s s s 76.47SW 76.50FG 79.54FG 79.54SW / - - _ _ 73.50FG �� 78.83FG 76.44FG -✓ \ ` 73.84FG 78.89FG `\ �� 3 79.34SW 78.99SW 78.74SW 78.49SW 78.21 SW 77.93SW 77.65SW 77.36SW 77.30SW 77.02SW 76.1 OFG ILi 18 1 \��9� 76.10FG S��/ 78.33FG�j \\\\\`\\\� 0. 79.61 FG L 1 a � 6�S BLOCK 7 N F�'os Pq�Qa 77.19FG 79.78FG�� 79.81SW U I N BLOCK 7 BLOCK 7 ) L - - - J r79.20FG 78.99FG 78.74FG 78.49FG 78.21FG O /877.36FG 76.68SW \s\ - (79.38 I o 77.93FG 7 77.65FG v$ 9 77.30FG0 77.02FG 976.84FG dUD OBLOCK 879.87FG '\ \ 2 id �d- aid 76.99SW 78.09FG 77.53FG 77.19FG 76.91 FG 79.50FG 79.23FG 78.95FG 78.68FG 78.37FG (79. G) \ \ 2 \ / 77.27SW 77.42FG 78.06FG 3 80.08FG' `\\ `\\ 12 77.42FG �• f \ \� �� Q;' s \ 77.42FG�` \ \\ \ BLOCK 7 2679 - �\ \ 78.47FG �77.47FG 77.42SW 77.42FG \ \� (79.70 )\`\ a \ i 2 I 78.61 FG O \\• \a• \\ ` 04 79.99FG \` ram\` z N 78.47SW 1 78.61 FG 78.61 FG�� 'i \ .f\ `\\ \ `\\ \\ ��; � o c� \ \ ` ` \\ \78.61 SW q uj N < Ckf a \ co \r` CL 78.61 FG \ \ \ `\ \\ `� Z 60 o `� N 80.25FG 5 ;�\ , (�(\9.51 L'�) \\\\ �\\ Q J o Cl 04 a Q 78.08SW O 79.99FG °�\ ; (\ ` ` `\ (nn C9 w o �'I i 2" ASPHALT PAVEMENT BACK OF SIDEWALK /� 0.9 G \ \ \\ \ in z N o L J \ 80.25FG \ \ `\ w c� o n BLOCK 3'' \ \ _ 10' 77.72SW �9� 80.25FG \\, \`� �� a m N Y - - PAL 78.14SW 77.55FG� �F 79.71 SW // /'--- '• \ (80.25EG) \� `\\ U 50.0 MIN, VARIES SEE PLAN VARIES SEE PLAN v l 80.25FG ./ \`\ \�\\` \\` \\\` Q w w w \ \ 81.1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 0.00% GRADE �� 2 ��.��% '/ \\ ```\`\\\ , •• \ \\` ( ) //\ /\l 77.80FG 80.26SW i \ \ \ \ \ \ \ \ \ \\/ SLr7PF�- 78.14FG r I(/ \\\\\\\\�\\�\ �\\\\ \\ \\ Sip NA F /\/\/\/\/\ \/\/\/\/\/\/ ARI 5 c,1 S T tip, BLOC (80 81.51FG� �� \ \ lp COMPACTED 6" OF 3/4" GRAVEL ^` �� O �� li i it \ `�\ •,��\ \ `� �� `\ �. .. \ r \ SUBGRADEr-(81.50 9412 10FT PATHWAY SECTION 04/02/20 LOT GRADING DETAIL ,- - �`; \`\ �81.50FG\\\ STa Pao SCALE: NTS �` - - - - ( 05 L -- - - -- - - - i� 81.\FG \\ \ \ \ tiq r o �i � i d ald __ � �� \ � \ \ \- � _ - ,' I �1 - - (80.80EG) : 81.50FG \ �� S• K INS \ �� \\ i ------- (80.39EG)�` • \ \ \\ ` ' SHEET (81.50EG) \\ \\ \ LO 00 LID N N NOTE: _ E I \\ i \ \ 1.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW I 13 r.\ \ \ YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS. w O \ 0 \\ \ 00 _ ;\ \ + 00 2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW (n W s A •\ �O \ YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF S \ 8 \ •f\ \\ 6 \ RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL O INSPECTIONS. I I I I I / O •l• \ 3.) ALL PRESSURE AND GRAVITY IRRIGATION WILL BE INSPECTED AND 2 \\ OWNED BY NEW YORK IRRIGATION DISTRICT. w 12 \ \ BLOCK 2 \\ •o f•:\ 4.) SEE SHEETS C6.2 - C6.6 FOR GRAVITY IRRIGATION. SCALE 1" = 50' z I \ a • \ f: 8 \ ° PRESSURE IRRIGATION KEYNOTES JCD BLOCK 4 0 G) ( EXISTING PHASE 1 1 / \\ •.�\ \\ Q BLOCK \ d r \ \ _ 13 12 11 10 aid ai aid l _ O \ m 16 \� •f \ \ \ O INSTALL 6" 90° BEND W/THRUST BLOCK PIR BLOCK 4 \\ l' \ \ O INSTALL 6" CAP END OF PIRR. MARK TO SURFACE FOR z W ° 8 8 8 8 \ : \\ F \\ FUTURE CONNECTION. I,, O V � 22 23 24 25 26 27 28 29 I �' I \ •.,\ \ �F` \ r �, 17 . • \ �, 3 HOT TAP EXISTING 6" PI MAIN. INSTALL 6"x4" TAPPING V (� z �FF� JO \\ O SADDLE AND 1-4" GATE VALVE. Q \ 0 O 8 D _ 8 \\ .1\\ 0 \\ \\ O4 INSTALL 4" GATE VALVE W/THRUST BLOCK LLI A 18 \ o • \ \ \ O5 INSTALL 4" 11.25• BEND W/THRUST BLOCKLL (� 8 (21 I I I I \ \ \ W Q BLOCK 2 \ •`� \ 3 \\ O INSTALL 4" CAP END OF PIRR. MARK TO SURFACE FOR m 00 17 9 - M - - - - _ _ \ 13 \ FUTURE CONNECTION. �\ E. ALSTON ST \ \ \ \ BLOCK 4 / / \ •f �O \ 7 INSTALL 8" C-900 SLEEVE. SEE PLAN FOR LENGTH103 Q t112 LF 4" PIRR 8 Q \ \ \ \ INSTALL TYPICAL LOT SERVICES INSTALLED IN PREVIOUS PHASE. t71 LF 4" PIRR \ O CONTRACTOR TO ENSURE SERVICE IS INSTALLED AND IN WORKING CONDITION. U W I I \ 14 \ \ \ W 18 t43 LF 4" PIRR 4 11 / \ 12 \\ O INSTALL TYPICAL LOT SERVICES PER NEW YORK IRRIGATION J \\ STANDARD DRAWING IRRIG-02. 1 5 9 C/i 9 t71 LF 4" PIRR BLOCK 7 4 ��S�,F- � '• j\ \ I I BLOCK 7 \ \ INSTALL TYPICAL LOT SERVICES FOR FUTURE PHASE LOTS. PER ±259 LF 4" PIRR 5 ±297 LF 4" PIRR j 8 \ • .i\ \\ \\ 10 NEW YORK IRRIGATION STANDARD DRAWING IRRIG-02. L J 1 9 9 9 9 BLOCK 7 \ _ 1 \ •\\ °� \ g 9 O 7 O 9 10 11 O \ •dam`'�\ \\ \ INSTALL 1" WATER SERVICE & METER PER CITY OF MERIDIAN 6 O 2 9 3 9 4 \ \ BLOCK 8 \ \ STANDARDS FOR DOMESTIC SECONDARY WATER SOURCE FOR It O O O 9 ±59 LF 4" PIRR \ ,\\ \ 11 PRESSURE IRRIGATION, INCLUDE REDUCED PRESSURE — — _ aid \ qy,°� ; • \ \\ \ BACK-FLOW ASSEMBLY (RPBA). RPBA TO BE APPROVED BY id id g �?\ \ \ STATE OF IDAHO DEO AND MERIDIAN WATER DEPARTMENT. _ _ 2 — — — 8pr — — — 14 5 F�'O \ , \ \ UNDERGROUND POWER TO EXISTING PRESSURE IRRIGATION — — — — — — -013 — — _ 10 10 10 10 10 10 \ \ \ \ \ 12 PUMP STATION. POWER LINE TO BE PROTECTED IN PLACE Q 10 — — 10 10 10 5 9/ O \\ •03•�' \ \ \ ALONG WITH EXISTING PI MAIN. — — — — — — FUTURE PHASE 12 \ \ �O \ — — — — GOT zzzz� Tb \\ BLOCK 7 s \ g \ \ \ 13 CONNECT TO EXISTING PI MAIN. 12 ` 14 INSTALL 4" 22.5' BEND W/THRUST BLOCK W \ 'C� \ I / O \ A� f.•\ \\ s \ .\ \\ \ U� \ t \ U/ 8 O E E. RINCON ST s \mil O • \ \\ �°0 \\\ I_ ' ` \ BLOCK 8 �� '` \\ \ BLOCK 8 13 1 I I \\ \ •Y \\ \\ \\ � :3 \ \ UJ \\\ \ t7.5 LF 6" PIRR ° Uj N 00 N o \ ',f Cr \ \ CD Cr- Y aid aid \ tt?^^ �, • \\ \ I J •:\ \\ \ V c~n CD C> X X — — — — — — — — — — C-\ — - — 9 _ o Cn U o X_ � � � \ • CD O .. m CD a- \\ t262 LF 6" PIRR \\ \ V m o NDS SUB zLi Q w � = Q o U o L- o Plans Are Accepted For Public 5\oNA� Street Construction 5 `',ST F'vc By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District 9412 policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the 4/2/20 improvement plans by the District does not relieve the Registered C'S1,q 7-EOF \0P' P Engineer of these responsibilities. y�� KIN�� BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C6 . 0