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HomeMy WebLinkAboutConstruction Drawings Nine Agency Review Plan Copy tJ oNot For Construction c� NM MileCreek BungalowsSubdi* vision DATE: 7-DECEMBER-2023 Vf : 00 o W mO U Common Drive, Water, & Sanitary Sewer Construction Plans Z 4 _CU z Vicinity Map Waterline Construction Notes Sheet Index C) L N / \ ; T THE STANDARDS IN THE ID DRINKING SYSTEMS (IDAPA 58. ) AS W A THE STANDARDS AND SPECIFICATIONS 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM 0 "IDAHO RULES FOR PUBLIC G WATER YSTE IDA O1 08 " WELL S DARD PECIF 1 TITLE SHEEP AND NOTES z � 3 REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. PRELIMINARY > 3 y 1 PLAT 1 1 - - fbq Q O - ----'_-- 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF 10 FEE(. WHERE IT IS NECESSARY FORA 2 SITE TOPOGRAPHIC & DEMOLITION PLAN c � co- 184 / VIETNAM VETERANS MEMORIAL HIGHWAY POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE 3 SITE COMPOSITE & IRRIGATION PLAN W H m IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). a� cMY) --.---- - -- - 4 GRADING PLAN & PROFILE - COMMON DRIVEWAY 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF 6 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN 5 CONSTRUCTION & STORM DRAINAGE DETAILS F" m AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN 18-INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR \ PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). o m �O - - \ > 4. PLACE WATER SERVICE UNES IN A 2-INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). V 0 N N I NOT TO SCALE 'ILL- I A `�' j 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 0 f� 6. ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET. 7. CONTRACTOR REQUIRED TO VERIFY THAT THE PIPE JOINT DEFLECTION ANGLE DOES NOT EXCEED 1/2 OF MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. _ Z OVERLAND RD. OVERLAND D - - r ' - --�- r-� � � 0 R I a Sanitary Sewer Construction Notes Erosion Control - Storm Water Pollution Prevention Note - ? - I �.: A R I 5 :0 16 A E THE STANDARDS AND SPECIFICATIONSFE I GE ERAL `� - \��. ; \ � E- �- - ..i.._.- j L CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES IDAPA 8 1. ) S W LL AS REFERRED TO N N PRIOR TO CONSTRUCTION CONTRACTORS SHALL BE RESPONSIBLE TO VERIFY THATA NOTICE OF INTENT TO CONSTRUCT (NOQ 5 0(�y S� -�� �,y \j -� - I _ __ CONSTRUCTION NOTE N0. i. HAS BEEN FILED AND ACCEPTED BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE CONTRACTORS SHALL BE r - _ , --r z^�A \ -�_ -L - E� �I`, I -- O 0 1V u� k� - - RESPONSIBLE FOR COMPLYING WITH THE STORM WATER POLLUTION PREVENTION(PLAN SWPPP . LOCr �� � % 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF 10 FEET. WHERE (T IS NECESSARY FOR ( ) LIT) A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF �' \ �J - I THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). I��w I - PBM #2i --- \ ` \ f '-I - } -{ 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF 6 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN S P \ y / - j _/ ; /\ /� ,_ _.__i J - L__- AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN 18 INCHES OF VERTICAL SEPARATION; THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR MP �, / �� , PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES y /,�� 1 �-{ � (IDAPA 58.01.16). PB I I \ #1�\ T�� ��' 4. PLACE SEWER SERVICE LINES IN A 6-INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). Project Location _ r v _�__- y \ �, ,�� � / /� / �; Y7i - nl �oi- II '� ' ' Roadway Construction Notes Fire Department Note o � z o y. i _L- L_ - _ _ - ! r� __J_ 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ALL COMMON DRIVEWAYS AND ALLEYS SHALL BE MAINTAINED AT ALL TIMES FOR ACCESS BY FIRE, POLICE, AND EMAS AT ALL \ rrn \ ��;~ \4/ y\ / \- i �J �'z� T \ . ANY CONSTRUCTION. TIMES OF THE YEAR. ) N = Q 2. ACHD OR ITT) WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. d orw Drainage Construction Notes Benchmark Information (NAVD 88 DATUM) Uw 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT-OF-WAY ACHD OR ITD � HALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE cn PBM #1 1/2 PIN STAMPED LS 2471, LOCATED ON THE THE SOUTHERLY PBM #2 FOUND 5/8" PIN STAMPED LS 2471, AT THE NORTHWEST � Cn ¢ BOUNDARY, AS SHOWN IN THE VICINITY MAP ABOVE. BOUNDARY CORNER, AS SHOWN IN THE VICINITY MAP ABOVE. RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; H WEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL N O U_ z UNDER THE APPROPRIATE PERMIT. ~ ~-n O o ELEVATION = 2638.97 ELEVATION 2636.32 O w w ga: � � o = N 7 c�_ Pressurized Irrigation Construction Notes Construction Staking Note a 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. THE CONTRACTOR SHALL VERIFY CONSTRUCTION STAKES WITH THE CONSTRUCTION PLANS AND THE PROJECT BENCHMARK ¢ oN General Construction Notes PRIOR TO CONSTRUCTING THE IMPROVEMENTS REFERENCED BY THESE CONSTRUCTION PLANS. IF A DISCREPANCY IS 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO OBSERVED BETWEEN CONSTRUCTION STAKING AND THE CONSTRUCTION PLANS THE CONTRACTOR SHALL CONTACT THE DESIGN 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 DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. ENGINEER FOR CLARIFICATION PRIOR TO THE START OF PLACEMENT OF THE IMPROVEMENT. SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, AND THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. r 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 DURING CONSTRUCTION m (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION w IS RESOLVED. Q ' o 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. Ada County Highway District General Notes 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 PROJECT WITHOUT 24-HOUR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE I.S.P.W.C. AND ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY STANDARDS AND THE I.S.P.W.C. WILL BE PRIOR NOTICE. ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 6. CONTRACTOR SHALL NOTIFY THE PUBUC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 2. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING FACILITIES WITHIN THE CONSTRUCTION AREA UN11L IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. Property Address 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN 3. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE 2055 S. LOCUST GROVE ROAD, MERIDIAN, IDAHO 83642 ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. FOR ALL BARRICADES, SAFETY DEVICES, AND CONTROL OF TRAFFIC WITHIN AND !AROUND THE CONSTRUCTION AREA. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO: 4. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM (,REQUIREMENTS OF THE APPROVING AGENCIES AND THE JURISDICTIONAL BODY OR AS SET FORTH THEREIN WHICHEVER IS MORE RESTRICTIVE. (A) BACKFILIPLACING OF TRENCHES FOR PIPE 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING (B) PLACING OF AGGREGATE BASE (C) PLACING OF CONCRETE WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES W I HICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. (D) PLACING OF ASPHALT PAVING. 6. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST( BE APPROVED PRIOR TO: (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH 7. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM A.C.H.D. AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION. CONSTRUCTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 8. STREET CONSTRUCTION INSPECTION WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE ,PERFORMED BY THE ADA COUNTY HIGHWAY DISTRICT. CONTACT ACHD INSPECTION SERVICES AT 387-6284 A MINIMUM OF 24-HOURS Owner/Developer PRIOR TO REQUESTING AN INSPECTION. 11. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF CONSTRUCTION STAKES WITH THE PROJECT BENCHMARK AND CONSTRUCTION PLANS PRIOR TO CONSTRUCTING THE IMPROVEMENT ROBYN SHEA 9. ALL STREET WIDENING CUTS SHOWN HEREON SHALL CONFORM TO THE I.S.P.W.C. SD-301 AND ACHD SUPPLEMENTAL DRAWINGS SD-303 & SD-806. 2055 S. LOCUST GROVE ROAD C) cJ REFERENCED BY THE CONSTRUCTION STAKE LJ 10. IF ANY UTILITY OR IRRIGATION FACILITY INTERFERES WITH REQUIRED STREET IMPROVEMENTS ALL SUCH UTILITIES OR IRRIGATION FACILITIES WILL BE RELOCATED AS TO NOT INTERFERE WITH REQUIRED STREET MERIDIAN, 83642 12. THE CONCRETE CONTRACTOR SHALL CALL CENTURION ENGINEERS, INC. AT LEAST 24 HOURS PRIOR TO PLACING CONCRETE FOR A STRING LINE INSPECTION. THIS INSPECTION BY CENTURION IMPROVEMENTS AT THE OWNERS EXPENSE. ALL IRRIGATION FACILITY IMPROVEMENTS SHALL BE APPROVED BY SOUTH BOISE MUTUAL IRRIGATION COMPANY. 208-819-9009 009 ENGINEERS, INC. DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF COMPLYING WITH THE INTENT OF THE PLANS AND SPECIFICATIONS. N j 11. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER � ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: (ONE . 12. ACHD INSPECTION STAFF CLOSELY MONITORS PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.07; THERE ARE NO 'TOLERANCES" ALLOWED. I o 13. ALL PAVEMENT CUTS MUST BE A MINIMUM OF 2 FEET WIDE. IF A PAVEMENT GUT IS REQUIRED IN A PUBLIC ROADWAY INCLUDED IN THE FIVE YEAR MORATORIUM, A WRITTEN REQUEST MUST BE DIRECTED TO z THE ACHD UTILITY COORDINATOR AND APPROVED BY THE PAVEMENT CUT REVIEW COMMITTEE. M Idaho Digline' Inc. - 811 City of Meridian QR Code 14. CONSTRUCTION OF ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE ¢ THE FOLLOWING:. PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP-3, 1/2" MIX, PO 64-28 5" THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 25" OF 6" MINUS PIT RUN; MINOR ARTERIAL ROADWAYS SHALL BE *CALL BEFORE YOU DIG* room M rapasz v }¢ w z SP-3, 1/2" MIX, PG 64-28 5" THICK, AS A MINIMUM WITH 4" OF 314" BASE AND 25" OF 6" MINUS PIT RUN. COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 1/2" MIX, 8310 W. USTICK RD. STE. 100 a o y m w z PG 64-28 3" THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 20 OF 6" INUS PIT RUN; LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A SP-3, 1/2" MIX, PG 58-28 2-1/2" THICK, AS A BOISE, ID 83704 W IE _ m Y c-i'2 z MINIMUM WITH 4" OF 3/4" BASE AND 14" OF 6" MINUS PIT RUN. USE WHIOHBYER PAVEMENT SECTION IS GREATER. 1-800-342-1585 z Y d w ¢¢ � (208) 342-1585 a ■ v z 15. 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 � N o SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 16. TRUNCATED DOMES SHALL BE INSTALLED IN ALL PEDESTRIAN RAMPS LOCATED WITHIN THE RIGHT-OF-WAY PER I.S.P.W.C. SD-712. DOMES SHALL BE RIGID INSERTS WE-SET INTO CONCRETE (CONCRETE STAMPS SHEET N0: AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW*. € 17. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION(, FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 1 PRELIMINARY PILAF SHOWING OWING FOR Agency Review Plan Copy z r o Not For Construction _ In NINE 1 � ILE CREEK BUNGALO V V � DATE: 7-DECEMBER-2023 /� � � � O o E o > A PORTION OF SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 19, c 2� o TOWNSHIP 3 NORTH, RANGE 1 EAST, B.M., ° Z (4, m a`o CITY OF MERIDIAN, ADA COUNTY, IDAHO • y, -o 55 -2023- z J v 18 17 NW SEC.COR. w zr � N u E OVERLAND NO BRASS GAP 18 24 PLS 5291 o "�� a0i y 3 CP&F#2015-070814 0LAJ>�Q w � M- � ( > CY) M 20 0. 10 20 40 y (q M n W CNOO ms--- ,os-__. j NO CAP �� r , O M O 2e3s' -- o'..e--,os-_..__ if SCALE 1"=20' V U tV fV ^^^— ___•• 2633 2634 - `^~ 'Cn^-•., 38 J , LEGEND.... �,� I S9' —TC NOTES: oE� SPORTSMAN POINTESUBDIVISlO 5 BOOK 73, PAGE 7505-7506 — T \ / NO CAPS SECTION CDR.MONUMENT NOTED oe >° 12 1. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING --SPORTgAT,, -I�j[`' _R0 roe-._.:,., E e - J EP J REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISION. - - - -® 2�" R8075810201 - _i" —T 'aF ' \ 1 1/4COR.MONUMENTASNOTED 10 2636 2�3 _ MERIDIAN ID 83642 - -----m.— ._....-�" G ', 38 - . MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH ADA COUNTY APPLICABLE LS 2471 =� 283 �== s— a T= —T0a_T"E ° ° ' rt 2 ZONING AND SUBDIVISION REGULATIONS,UNLESS OTHERWISE APPROVED BY PUD19-00038,AT Z 86,fO' - f07 # ° �Q,§$f' �$'' %_---' q PLS 4347 11 j12 1116 CDR,MONUMENT AS NOTED THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS. 54"W F ♦ FOUND MONUMENT AS NOTED 3. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY HAVE A TEN(10)FOOT WIDE PERMANENT / I roe MH#1 f�Of, PUBLIC UTILITIES EASEMENT,LOT DRAINAGE,IRRIGATION,AND ADA COUNTY STREET LIGHT ® £ I b �i SET 518"REBAR W1 CAP"KHC PLS 9895" EASEMENT. 1+0~ • a N89`25'06'7N 110 SET 1/2"REBAR W/CAP"KHC PLS 9895" 4. IRRIGATION WATER HAS BEEN PROVIDED FROM NAMPA-MERIDIAN IRRIGATION DISTRICT IN L �9�$ \ e \ ,° I COMPLIANCE WITH IDAHO CODE 31-3805.THE LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED 4,Ik �� r FOUND BRASS CAP AS NOTED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE BOISE- FOUND ALUMINUM CAP AS NOTED KUNA IRRIGATION DISTRICT. LOTS 1 AND 2,BLOCK 1 WILL BE PROVIDED IRRIGATION WATER DIRECTLY FROM THE RIDENBAUGH HIGH LINE CANAL.THERE IS AN EXISTING PUMP LOCATED 2y ( °Q �, q 'oe o FOUND U2"REBAR AS NOTED SOUTH OF LOT 1 ON THE SOUTHWEST SIDE OF THE CANAL WHICH WILL BE USED TO PROVIDE ® o IRRIGATION WATER FOR LOT 1.A NEW PUMP WILL BE INSTALLED ON THE NORTHEAST SIDE OF U cv �y FOUND 5J8"REBAR AS NOTED THE CANAL WHICH WILL BE USED TO PROVIDE IRRIGATION WATER FOR LOT 2. ® d ® �� S 156�� ft. \\ I �j ^` ~>:�, c I o CALCULATED POINT E, MP Sg, q { I 6•s 'O, " 5. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH zQ 0.36 ac. 1 F �=o= ( t GYE WIRE AUTHORITY AND JURISDICTIONAL APPROVAL. C Q L Jo \� I S89'260i-32.00' �� " I ——————- - I µ 4 q HUB&TACK 6. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, ELECTRICAL BOX WHICH STATES"AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF s� POWER POLE NOT A NUISANCE--EXCEPTION.NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR � I� w w EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY ANY _ C-D p ( EE \ I 9 GAS METER CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER @ Q z¢ IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION,FACILITY IRRIGATION MANHOLE E C/1 o _ d OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED.THE M 1 MH#2 e ® TELECOM BOX 2 S89'25'06"E-140.00' i I T I ® LL ° y PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE o c) w l z ® —— I D4 WATER VALVE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL U 0 0 ¢ o 0 o --— G FACILITY OR EXPANSION THEREOF". 0 Ci3 o M IRRIGATION CONTROL BOX- I E° W X 7. EXISTING ZONING OF SUBJECT PROPERTY IS R-4. v~ a O � LOTS w BLOCK OCK f CO/yl�o LOT I I n ® SANITARY SEWER CLEANOUT N i, -P —PP —EP —EP —2P —EP tF EP —EP —EP EV ----EN --EP —Ei' —EP —a J_EP --EP �O z�; ® i 10,281 sq.ft. -"-� — Z I AIR CONDITIONING UNIT 8. THIS DEVELOPMENT IS SUBJECT TO THE COVENANTS,CONDITIONS,AND RESTRICTIONS 3w - M 3,185 sq.ft. I I a c a CAZI to 0.24 ac. m o 0.07 ac.. I I o t1 3 PIPE VERT. (CC&R'S)THAT PERTAIN TO THIS DEVELOPMENT,TO BE FILED AND RECORDED IN THE ADA q o q In Z `———r——�, (�h PIPE TOP COUNTY RECORDERS OFFICE. ,� w a g Cd W 0 tl S89°25'l-140.00' I y Nr0 34.93' _ Ef— oo y PIPE INVERT e� i- z — E — 105:0T— — E. — `1 ( a 9. SUBDIVISION HAS A TOTAL OF 5 LOTS 1 BLOCK,TOTAL AREA EQUALS 1.34 ACRES. 0 �" N ~ zo 0 o °P.O.B. POINT OF BEGINNING o g m O 1 I ' t e ) } MONUMENT AS NOTED o r^6^9 ........_ q l a . . . GW.C. WITNESSCORNER Ig SPORTSMAN POINT OA ' I " I I µ I j_ R.M. REFERENCE MONUMENT ® m A R8075800020 I , — — BOUNDARY LINE w S. ELKHOUND AVE LOTZ L47T7 ( ( " ------ EASEMENT LINE 14,723 sq.ft. I I Ie} CD 0.34 ac. 13,672 sq.ft. I o WS ( 4 — SECTION LINE �j a v 0.31 ac. ADJOINER LINE I f ------------------- TIE LINE y w _"EP —EP —EP — EDGE OF PAVEMENT w b I I FENCE LINE VICINITY m o ; I EQ —Ev — EDGE OF GRAVEL LINE N.T.S. W H to TOP OF BANK LINE I w s 25'LANDSCAPE ,oP—Tw _. TPP V r I ( TOP OF SLOPE LINE ! I BUFFER I TOE OF SLOPE LINE z' I Lt. ~ d - I 3.50' w N ( I 1 CONCRETE LINE s �� a � U _._---- LS2471 `"-'` a1,`` `^- ' - NOCAP _ — — — — 134.85_ — — 901550 N895444"E coIaNOCAP- S89°$45J4'1238.$O' � ��� — �` 36si'� � �.,k...�,_ � PROPOSED a� SCOTT W. SMITH JERENE BAKER TRUST DAVID GIPSON k MARI CONLEY ~' 00W SUBDIVISION R8075800050 R8075800060 R8075800070 If R8075800081 U 1486 E. BEAGLE ST 1528 E. BEAGLE ST 1550 E. BEAGLE ST 1572 E. BEAGLE ST I z`t y LOCATION Q 1 I"= `' �a AERIDIAN 10, 83642 MERIDIAN ID, 83642 MERIDIAN ID, 83642 MERIDIAN ID, 83642 SPORTSMAN POINTE SUBDIVISION No. 4 0 C� BOOK 66, PAGE 6840-6841 _ w � o , SEA GL T NO CAP E BEAGLE ST o N ua M z W 1/4 1"SQ. IRON ROD 19 PLS 49981 'i IL;j<n CP&F#111091782 20E DOBERMAN DR � ���®�� Cs U Q 2 K SC9L8: SHEFI NUMNER: \ HLU P = 50' SHEET NO: 1 . 1 Agency Review Plan Copy J (U o Not For Construction Z � m DATE: 7-DECEMBER-2023 . a 00 � o - (�)) 0 ai E W itH O O U z m 813 1 (� to 0 'Su z f6 N O � VF (U 3 SPORTSMAN POINTE SUBDIVISION NO. 5 z c v 3 =r g TOB_ T9_ �C3—__O't ' // - O a r "aE_ IGLLJB5 —Toa-��.b-ON - _,QH - _— — — _ — ._ — _ _iE8- B I ( 00 - _ -- - 2635-1F.�.� -- ._ - -_ - - _._ V. U4 M - -- - ,. - -- -- - = ---�-pE —?9= r0� •9e-i--� TOE OG —T__ �r -T6 '1 s L.0 ,0: __ _ _� _.�D6 /I i� A� _ _ �- �� ��— oE_ ��vv`v�; ; v v v Nmemile Creek - �,w. v v , v I �I z _ -_Tcc r, - -- I r O . io _'�- u __ tr < _ oe A i , III _� V - - \ -ar To- roE e =._ _-. \\\\�r. �/ U N N II- BAk2- oaoe- lc 0� D Z Legend IYI I, .ten -2f 3� _' _ i ��AAA �� �) v I III ,i SUBDIVISION BOUNDARY — �A _ REMOVE EXISTING FENCE ��- TOP 2eao- �wv v� � o �� LOT LINE TO -11 I o �A �o ✓. /1 I Al — -— - -— STREET CENTERLINE �� i 1 ' 26 av v I REGAIN & PROTEC�, / oG: REMOVE EXISTING FENCE —nowear--rsow EXISTING RIGHT-OF-WAY " / % b EXISTING FENCE/ a b EXISTING FENCE REMOVE EXISTING POWER - --- ea - EXISTING EDGE OF PAVEMENT POLE, BY OTHERS - _ __ _ = GUTTER REMOVE EX - - - - _{ o EXISTING CURB AND E STRUCTURE /�, Cr CON - - an ccn — � N EXISTING EDGE OF CONCRETE � EX-SSEX-SS—EX Ss EX-Ss— EXISTING 8".SANITARY SEWER MAIN LINE / 0 EXISTING SANITARY SEWER MANHOLE { -� L o EXISTING SEWER CLEANOUT a DEMO EXISTING CONCRETE DEMO 313 S.F. EXISTINGI� 36.6. ar Ev+— E�+ — EXISTING 8' WATER MAIN LINE I SIDEWALK AND PE ESTRIAN RAMPRETAIN & EW EXISTING WATER METER � �C I EXISTING MA HOLE T BOo EXISTING BLOWOFF I i II RETAINUTILffY TI PROTECT \ SAWCUT, REMOVE, AND REPLACE z o EXISTING IRRIGATION BOX I \ \ w APPROXIMATELY 140 S.F. EXISTING ASPHALT. U_ � o © EXISTING GAS MARKER Ia p I o DEMO 37 L.F. EXISTING / SEE PAVEMENT SECTION DETAIL 1, SHEET 5. 03 EXISTING GAS METER REMOVE EXISTING FENCE CURB & GUTTER 2 0 i I a r3 z NI i DEMO 540 S.F. % i ii` ��� ' RETAIN & PROTECT EXISTING V c z o k EXISTING AIR CONDITIONER a EXISTING ASPHALT I \ WATER VALVE & WATER LINES / y O � o � j •: bQ ao EXISTING IRRIGATION VALVE zo 2.0 RETAIN & PROTECT Q EXISTING UTILITY POLEvL��E EXISTING GUTTER III M 3 a CD m m I / r i / .� _ / F+i p // RETAIN & PROTECT �� � E�v/� ' _ J RETAIN & PROTECT EXISTING Q �y a EXISTING SMALL TREE i . E/ _ ^ P� S MANHOLE & SEWER LINES _y qqq RETAIN & PROTECT RETAIN & PR6TEGT \ z o 0 a TO REMAIN EXISTING CURB & GUTTER I EXISTING FENCE EXISTING LARGE TREE L N REMOVE EXISTING ASPHALT moo- W 3 E boa AT OWNER'S DIRECTION RETAIN & PROTECT 5-I v o - -- - a o `I A FIE 2640- - REGAIN & JROTEC� O z o EXISTING WATET METER s a a a am �V A�� _ w \�� CON �— - — \ II —_ I I I •�1 m LLJ REMOVE EXISTING ` I x I{ i STRUCTURE I ' N °tea W REJ & PROTECT REMOVE REMOVE EXISTING EXISTING HOUSE \ RETAIN & I/ EXIST.' G FENCE EXISTING \ STRUCTURE _ TO REMAIN ' TO REMAIN PROTECT I 'Ir STRUCTURE X �) I �I � _'9_ TO REMAIN cb��_ _ w m I " — �' J T $ w L �_..J RETAIN.' & PROTECT- \ 2640 i II r III ~ RETAIN & PROTECT Q ' � I 7 I _III w � ��� r"" � I RETAIN & PROOTECT. RETAIN & PROTECT , Z E Vv 36.6 \ I !I I 7 III I \� REMOVE EXISTING TREE_ _ r ` ✓ REMOVE EXISTING TREE RETAIN & PIROTEC7 G I x III 1 q I l EXISTING FENCE I I li h - Qi III III r, RETAIN & PROTECT � I I III '�` I 11 <oE RETAIN & PROTECT r III i/ EXISTING FENCE ���� � � L PI PI PI PI PI PI PI PI PI�� PI A PII - — — � PBM 1 RETAIN & PROTECT O ti f RETAIN & PROTECT SPORTSMAN POINTE SUBDIVISION N0. w vy x III I I •� o - - - - - - - - -- -/ M ws 0 20 40 HORIZONTAL SCALE: 1°=20' ¢a < a Y w o N SHEET NO: 2 Agency Review Plan Copy (V CU L Not For Construction z C o 00 DATE: 7-DECEMBER-2023 . n. _ � C3 - W N H W z V) tw C tD z J y U / I \ N 3r SPORTSMAN POINTE SUBDIVISION NO 5 / O ai 3 =rc - roe_. - =t---- — - - - — _ _ _ — _ - 2636 2635 2634 - - - \e ;cy III \ W a� m ��F-- -E - •EF�-i IDL - aE- ro` 'ot-2633.. ror o.-- FIE .,c ��gym. __ - - - �����boa / I I l \t\ \\ III ( \ I � C � M v v � TO, ����, I I v F- 4' m \ Nmemile Creek \ \ a \ w / z = m ,o.;— - roE —_ �F\\\\ \\\ r / \ II C N00 €- r - roea_ ` -roE. _ _ - - i -2633 `_� - roe- r _- \ \ \ \ oe / 'S V A ) �- / ( \ III IAA U U N NO — 2634 -- \ - - - - - \ \ - - - -�% 2635' = - e \ Legend — — —_ ;, /_.. sss 5145"w 23s oo �_ — �'cs- Tom e—roe I II c S00'34'54"W 14.01' SUBDIVISION BOUNDARY III ✓ / - r \ \ r ,�_ INSTALL PRESSURE IRRIGATION SE72VICE�35� LOT LINE Z —- - - - — STREET CENTERLINE Ii)A -r. A0 2636 - j ��AVAA VAAF r�r\ V� VVA 1�N89'25'O6"W / 2639 - Avvv �I \ 1 16.11' —Row Row Row EXISTING RIGHT-OF-WAY III / qP- -2640 A'� / osAAk�VAA ��� �� I a (y --- -- -- 25' LANDSCAPE BUFFER '2637- 1 I / vvv �v� - . . - . . - . -.. -. . -. . - . . - EXISTING UTILITY EASEMENT I / 2638- EXISTING FENCE / roe \ DKL/ I / 1 / __ __ EXISTING CURB AND GUTTER // �\ ..cN cov - co% _ON --� EXISTING EDGE OF CONCRETE o —FOR—EoP—EoP—EoP— NEW EDGE OF PAVEMENTAl INSTALL PRIVATE SANITARY SEWER MANHOLE WITH A LID THAT IS MARKED "PRIVATE" IIII :I Co /i/ // I PA��I I // Ln — ss— ss— ss— ss— ss— NEW 8" SANITARY SEWER MAIN LINE a s s s CONSTRUCT 4" SEWER SERVICE PER I I 7// / \ sr I I ( / / >' Pik \ ISPWC SD--511 1; / L . . - . . - . . - . . -. .1, �2• I ` / S� �� O EXISTING SANITARY SEWER MANHOLE EX-SS-EX-SS—EX-SS—EX-SS— EXISTING $" SANITARY SEWER MAIN LINE <I CPO EXISTING SEWER CLEANOUT Io 10.36 AC. 36.6 1 INSTALL NEW WATER METER ) it it / L/i I III/ l N w w CONSTRUCT 8" WATER MAIN I S lm i \ III I = moo N I 1 3 � , INSTALL 4" WATER SERVICE PER MERIDIAN ) W I ' -ws-ws-ws-ws-ws—ws- DESIGN STANDARDS SECTION 404 I I / WM EW EXISTING WATER METER I w olal, n� t n �� \I � r� BOo EXISTING BLOWOFF ") ?11717=7/7 -- -- _ _•? . . .. Ttt z E� E� EXISTING 8" WATER MAIN LINE O J I - ! ¢ z o t . J,r-= N 1 III � Q K Pi Pi Pi INSTALL 4" PRESSURIZED IRRIGATION LINE d d f CM ® INSTALL PRESSURIZED IRRIGATION SERVICE z a`0 s INSTALL LARKEN PRECAST/CXT INC. 350 GALLON > N 1ii / LI I 1 1 Q bA _ HS-25 CATCH 'BASIN OR EQUAL, SEE SHEET 4 o a s �s- ss- ss- ss- ss- ss- ss- ss ss- ss- ss--- s - �-x =sue INSTALL GROUND WATER OBSERVATION WELL (MONITORING WELL) PER DETAIL 2, SHEET 4 w o z oo ; I i ws-ws�ws=ws-ws- ws-ws- wss -ws--ws-ws-ws- I JJ, Q) ~ Z o INSTALL "NO PARKING, FIRE LANE" SIGN IN o 00 ACCORDANCE WITH APPENDIX D OF THE 2018 z o -w ws-ws-w ws-ws-ws-ws-_ws w WM IDAHO FIRE CODE AND ACHD STANDARDS z o o V & EXISTING IRRIGATION BOX I 6°O- E I I �"� / O 4) z EXISTING IRRIGATION VALVE °� \\ oz / / = \ 2640-- - - w o E © EXISTING GAS MARKER / �I I( i \ I I I / 1 11 1 1 O EXISTING GAS METER 263g J \ \ / x I f U � w O EXISTING UTILITY POLE \ \ s I +� o CON \ I _ __ II w a `�N'0 LLJ \ LSSi/I d I III 40.00 FG FINISH GRADE ELEVATION ( \ / / o° b x w I ¢ ? N rIf STALL PRESSURE IRRIGATION SERVICE / EXISTING HOUSE / 1 III W I a o 40.00 EP FINISH GRADE ELEVATION AT EDGE OF PAVEMENT K�Ll i S TO REMAIN TO REMAIN / 0D 40.00 TBC FINISH GRADE ELEVATION AT TOP BACK OF CURB 40.00 LOG FINISH GRADE ELEVATION AT LIP OF GUTTER40.00 BOW FINISH GRADE ELEVATION AT BACK OF WALK40.00 ETBC EXISTING ELEVATION AT TOP BACK CURB 2639 \ -� Uj 40.00 ELOG EXISTING ELEVATION AT LIP OF GUTTER -2640 40.00 EBOW EXISTING ELEVATION AT BACK OF WALK \ I III III Q o— KEYNOTE REFERENCE ® LOT NUMBER 1I J EXISTING SMALL TREE ��\ � 1 � EXISTING LARGE TREE , � 1 I III i 1 I uj 36.6 V ;ti I �� z �; CONNECT TO EXISTING 0'1 d aQ 1 INSTALL 10 L.F. 4" PVC PRESSURE IRRIGATION \ IRRIGATION STRUCTURE w // o INSTALL PRESSURE i INSTALL 5 L.F. 4" PVC, - / INSTALL PRESSURE IRRIGATION SERVICE INSTALL 1 �4" 90 ELBOW IRRIGATION SERVICE \ i 2 L.F. 4" PVC & ^ � O�, A /�� (2) 45' ELBOWS n / <� pl pi INSTALL 1p27 LF. 4"pPVC PRESSURE IRRIGATION pl p� pi INSTALL �p� 4" PVC"P SS E IRRIGATI \ \ �; A. w S89'54'44"W 238.50' ' EXISTING IRRIGATION VAULT AND VALVES \ LJ SPORTSMAN POINTE SUBDIVISION N0.h Vj z Ed 0 20 40 3 m z o J o z = I-nmYo� co (p W U r2 Z M HORIZONTAL SCALE: 1"=20' SHEET NO: 3 i v\vvv ` �� I I / t Agency Review Plan Copy Z o 11x/ - m 2s3s Not For Construction a0- 0263g F -2640 W V C3oioG 4o � DATE: :/ ATCN EXISTING o 40.74 BOW M cu o 2s3a- 40.59 S Cfl Legend Z �n� - / SUBDIVISION BOUNDARY N w - / 41.04 TBC + LOT LINE J a/ / I I I 4D.62 LOG ( - - - - - - - STREET CENTERLINE w t! / 3 I EXISTING BUILDING 40.62 3 aow eow aow EXISTING RIGHT-OF-WAY 7r 6 I ' /I I OP- EOP 0.40 T9 i --- -- -- 25' LANDSCAPE BUFFER O tip Q 40.62 TB 40.40 LO - . - . . - . - . . - . - . . - . . - EXISTING UTILITY EASEMENT w +f4 NOTE ( 11 - o / EXISTING�14' I I f/ / 40.62 LO / o // EXISTING FENCE ? C� Cn a N WIDE SIDEW K I _ - M THE COMMON DRIVEWAY IS SUBJECT TO A BLANKET ) h RL - - EXISTING CURB AND GUTTER EASEMENT FOR INGRESS/EGRESS, PRIVATE SANITARY d = 4b.49 ETB I , L� �} i SEWER AND PRIVATE WATER. NO PERMANENT yl I N 40.07 ELOG / 1 �t ._cN: Ox x cc> EXISTING EDGE OF CONCRETE Z H M m b � / 4a.74 I -MATCH EXISTING , / ". F - - - - c N Cb 4 -EOP EOP EOP EoP- NEW EDGE OF PAVEMENT o pM O STRUCTURES CAN BE WITHIN L EASEMENT OR I h. o BOW R' /I I ` / j �_______________ O INSTALL PRIVATE SANITARY SEWER MANHOLE U U fV CV OVER A SEWER MAIN. THIS INCLUDES BUILDINGS, a I (C� CARPORTS, TRASH ENCLOSURES, TREES, DEEP a 5, SEE RADING OETAI RIGHT \ ' 7_T_ ROOTING BUSHES, ETC. I �I I 1 h 15 39.74 EP 6 79 .� \ t WITH A LID THAT IS MARKED "PRIVATE° S 1 40.31 EP I 16 I I Grading Detail - ss- ss- ss ss- ss- NEW 8" SANITARY SEWER MAIN LINE 1 (I 13 / 14 15 WM 40:62I SCALE: 1"=10' 39.84 EP EOP oP E w I , `'t SPWC CONSTRUCT SEWER SERVICE PER = z �P Eo �E P 18 140.18 ELOG � ,` Qs s s ISTING O EXISTING SANITARY SEWER MANHOLE I s .., _ - J 2 - -ssex-ss CO Ex-ss--ex-ss 1+76.58 � � � x - ,', ,.r / � i � (I I EXISTING 8" SANITARY SEWER MAIN LINE r; 0 o IIi 39.79 EP J. " � / 12 /� °� / 40 6 1,0% 4 _ - ` _ 40.72 FG V o _ EXISTING SEWER CLEANOUT y� ---\\t 1+ 8 3 + 11 0+46.44 I 40.20 E-OG o t. ( © INSTALL NEW WATER METER J WrC! o l I Y'+ /1 E 5� L W P01 T a / 10 1 I j 40.69 FG o w w w CONSTRUCT 8" WATER MAIN �I 20 'LF. 4" SERVICE a / o s,' s �' _ 0+24 7G SSMH A U Ili INVERT=2635.10 s 10 .5 L. , 6ss C 0. % /� INSTALL 4' WATER SERVICE PER MERIDIAN /� - _ 0+24.77 9.9' LT / I; ws-ws-ws-ws-wsws- DESIGN STANDARDS SECTION 404 39.$4 EP oP E od--� o€ r� P �Eo 3 EOP Eop oa� o -1 RIM=2640.33t. / - z - ( IIII; 39•wsLp 15 ws_ 40.31 EP 6 m INVERT IN=2630.18 (W) / 1 EW EXISTING WATER METER �b _ I ws-ws-ws-ws-w 11 O / g0a EXISTING BLOWOFF OF1 y ao a w�- ws- ws-ws-ws-ws- WM 6 EXEP INVERT OUT=2630.08 S II SSMH 1 15 H EXISTING I u Mai z 1 11 ` sv+ ew EXISTING 8" WATER MAIN LINE STATION 1+60,77 9.9 U S 9 00 8 0+53.27 9.9' LT = #III ' / OR RIM=2639.97 Pi Pi Pi INSTALL 4" PRESSURIZED IRRIGATION LINE c� REMOVE EXISTING CLEANOUT IE�ISTING WAT RVICE / INVERT IN=2631.06 (W) w o I �0 EW / o E - & CONNECT 8" PVC & WATER M BIZ ( INSTALL PRESSURIZED IRRIGATION SERVICE INVERT OUT=2fi3D.96 (S) ®- d Z� \ TO EXISTING 8" PVC INVERT=2630.33 \ � W I / I ❑ INSTALL LARKEN PRECAST/CXT INC. 350 GALLON S� �� I // / I I®) HS-25 CATCH BASIN OR EQUAL, SEE SHEET 4 MP `2639CON ( 0 20 40 INSTALL GROUND WATER OBSERVATION WELL J r0 60t L.F. E�CISTIsSER ICE (MONITORING WELL) PER DETAIL 2, SHEET 4 - .. o -/ EXISTING / // o HORIZONTAL SCALE: 1"=20' INSTALL 'NO PARKING, FIRE LANE" SIGN IN EXISTING BUILDING IL / CLEANOUT // & N w ( I II ACCORDANCE WITH APPENDIX D OF THE 2018 s EXISTING IDAHO FIRE CODE AND ACHD STANDARDS I STRUCTURE / - SN I I EXISTING IRRIGATION BOX = � o - NOTE: EXISTING IRRIGATION VALVE v w o ---- ----- -- - / , g / 29.6 --ii I ALL SEWER SERVICES THAT © EXISTING GAS MARKER VA o = CROSS A WATERMAIN ARE s, fLkf-4- o a I III w TO BE C-900 PVC PIPE EXISTING GAS METER Q a o ix EXISTING AIR CONDITIONER03 O o M EXISTING UTILITY POLE to F d o 40.00 FG FINISH GRADE ELEVATION C' _ ¢ 40.00 EP FINISH GRADE ELEVATION AT EDGE OF PAVEMENT M = a 40.00 TBC FINISH GRADE ELEVATION AT TOP BACK OF CURD U w 2646 ) 2646 40.00 LOG FINISH GRADE ELEVATION AT LIP OF GUTTER = 6 __� -- - 40.00 BOW FINISH GRADE ELEVATION AT BACK OF WALK z o j --mNY`mmm--� I 40.00 ETBC EXISTING ELEVATION AT TOP BACK CURB o i 40.00 ELOG EXISTING ELEVATION AT LIP OF GUTTER ¢ cwn "40.00 EBOW EXISTING ELEVATION AT BACK OF WALK ay N wp 2644 _ ___ `rtu-rt 2644 O2 - KEYNOTE REFERENCE p u o w Uj ____�___. o z z CE w I _ Z ® LOT NUMBER g Cr C w 2 � I I ono j I z rn Nz p sE yo I I EXISTING SMALL TREE C� 7 + U[Zo 2642 � 2642 EXISTING LARGE TREE p w o t a m z g FINISH GRADE I Z N o¢ F- Keynotes 2640- pp% I -_ 2640 1. EXISTING 8" SEWER MAIN. \ - - - - - J Ld i 2. EXISTING 8" WATER MAIN. _ EXISTING ROUND i 3. INSTALL 4,102 S.F. ASPHALT PAVEMENT (HATCHED AREA). SEE DETAIL i, SHEET 4. o EXISTING SSMH A 4. REMOVE EXISTING BLOWOFF. CONNECT TO EXISTING 8" WATER MAIN AND INSTALL 5 7J-9AL,1T - L.F. 8" PVC WATER MAIN & (1) 8' TEE -2 RIM=2640.33+ 638 SSMN 1 � � I 5. INSTALL 14 L.F. 8' PVC WATER MAIN. INVERT IN=2630.18 (W) STATION 1+60. 7 9.9' LT I'INVERT OUT=263 .08 (S) 6. INSTALL 3/4" METER IN ACCORDANCE WITH CITY OF MERIDIAN PUBLIC WORKS RIM=2639.71 STANDARD DRAWING NOS. W1, W2 AND W3. INVERT IN=263 .06 (W) 7. CONSTRUCT 10 L.F. RESIDENTIAL 3/4" WATER SERVICE IN ACCORDANCE WITH CITY INVERT OUT=26 0.96 (S) i 2636 -- _ - - - - -- - ---- 2636 OF MERIDIAN PUBLIC WORKS STANDARDS. - - � I 3 Exlsr � I 8. CONSTRUCT 139 L.F. RESIDENTIAL 3/4" WATER SERVICE IN ACCORDANCE WITH CITY wc a" waTER I I - � OF MERIDIAN PUBLIC WORKS STANDARDS. j ( i 9. CONSTRUCT 96 L.F. RESIDENTIAL 3/4' WATER SERVICE IN ACCORDANCE WITH CITY 0+53.57 9.9, LT OF MERIDIAN PUBLIC WORKS STANDARDS. I REMOVE EXISTING BLOWOFF i I 2634 - _ -- --- --- -- AND INSTALL 5 LF. 8" PVC- - - -----I-2634 10. INSTALL O L.F. 8' PVC WATER MAIN IN ACCORDANCE WITH CITY OF MERIDIAN < WATER MAIN & (1) 8" TEE __�-- -�_�- � I PUBLIC WORKS STANDARDS. I I s 11. SERVICE CROSSING - WATER SERVICE LINE MUST MAINTAIN AT LEAST 18" OF SEPARATION FROM NON-POTABLE WATER SERVICE LINE IN ACCORDANCE WITH CITY OF MERIDIAN. f 0+53.27 9.9' LT ; REMOVE EISTING CLEANOUT 12. STATION=1+56.58 - INSTALL LARKEN PRECAST/CXT INC. 350 GALLON HS-25 2632 .--- """- - - _.:w ___ _NEW..B"-M LO_.._ - _ - 2632 CATCH BASIN OR EQUAL, SEE DRAINAGE DETAILS, SHEET 4, 0 ci i EXISTING 8" PVC j to o ; INVERT=2630.33 i I 13 EQUALN=1+56.58, 10' RT. - INSTALL LARKEN PRECAST/CXT INC. CB 100, OR .� w� 105.5 LF. 8" PVC ® 0.6% IXISTING 8" PVC / i I 14. INSTALL SEEPAGE BED. SEE DRAINAGE DETAILS, SHEET 4. E' � ---_® (�.6% ill i I 15. INSTALL "NO PARKING, FIRE LANE° SIGN IN ACCORDANCE WITH APPENDIX D OF w' 2630 I - II i 2630 THE 2018 IDAHO FIRE CODE AND ACHD STANDARDS. I I i 16. ADJUST MANHOLE RING & COVER TO FINISHED GRADE. o 17. CONSTRUCT CURB TERMINUS IN ACCORDANCE WITH I.S.P.W.C. STANDARD DRAWING Z 0 20 40 I I SD-707. N 5 18. CONSTRUCT 6" VERTICAL CURB AND GUTTER IN ACCORDANCE WITH I.S.P.W.C. ACHD a z HORIZONTAL SCALE: 1°=20' _ I _-- _ I _, ._ SUPPLEMENTAL STANDARD DRAWING SD-701. MATCH EXISTING GUTTER AND 2628 - 2628 CONTINUE NON-STANDARD VALLEY GUTTER TO NEW CURB RETURN. o m Y w z IC I l > wow IE5�2 fit 19. CONSTRUCT 148 S.F. CONCRETE SIDEWALK IN ACCORDANCE WITH I.S.P.W.C. ACHD ¢ a a SUPPLEMENTAL STANDARD DRAWING SD-709. SLOPE SIDEWALK AS SHOWN, TO ¢ x cc CREATE PEDESTRIAN RAMP, AND INSTALL TACTILE WARNING SURFACE IN Lo o a o I ACCORDANCE WITH I.S.P.W.C. ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. SHEET NO: 2626 + 4 o Agency Review Plan Copy U CU L, 30.0' Not For Construction z r_ o m 15.0' DATE: 15.0' 7-DECEMBER-2023 a o- 00 0 3:1 TO 3:1 TO r�r•,, >0 1.00%MINIMUM 1.00%MINIMUM W 1- EXISTING EXISTING m m GROUND GROUND Z N Cco O a0 7 IU N - i , Ili I ^ J V 2 1/2" OF ASPHALTIC CONCRETE / - - 3 SUB BASE - 10" OF 6" MINUS PER I.S.P.W.C. SECTION 805. - )� ( °J 3 PER I.S.P.W.C. Z S.P.W.C. SECTION 807• BASE COURSE - 4" OF 3/4" \ ® \ �� > .MINUS PER LS.P.W.C. SECTION 802• 0 20 40 CB-100 � � STATION=1+56.58-10' RT. / W N m Private Drive Cross Section / I c L i I tw� m 1 HORIZONTAL SCALE: 1"=20' RIM=39.95 S b 3 F" NOT TO SCALE INVERT IN=36.33 �\ I ? N M INVERT OUT=36.23 5 60' Z FLOOR=35.95 c N ap .. 7 - r / I U O C N N h O �! U WELL COVER, 8" DIA. WATERTIGHT PVC CAP, GASKETED (WATERTIGHT). / .. - 10 F 3 GALVANIZED STEEL COVER\AND CANISTER \/f FINISH GRADE a CONCRETE (COLLAR), CLASS 3 - 3ST5A0T IOGANLL--SLO N HS-2 5 CATCH BASIN IN3000 (ISPWC SECTON 703). beer 1+56 58 8" RIM 39.85 INVERT0 = 6.47 OOR 4 26 ® �, / q� a° ° C0 S s- ss SS- SS- SS- SS SS- SS SS- ss- 55 ' s§- I I I H y' /.� \\ \\ CONCRETE (COLLAR), CLASS EL #I#I ill V / 3000 (ISPWC SECTION 703). APL J DRANAGE GEOTEXIILE, TYPE i WELL COVER IN SIDEWALK - \ a W�-➢YS/ >IXIs WS-WS- WS-Ws-W N5�w5-WS--WS--WS-Ws-W ws-ws-- w T7 ws-wsws-ws-ws - WM (ISPWC SECTION 2060). (3) 6" DIA. COILSPLAN US ao = 1 3/4- MINUS CRUSHED AGGREGATE FOR I PLANa VIEW O _26g� - E CONCRETE COLLAR - TRAFFIC AREAS o0 5 Q S � BASE ISPWC SECTION 802) OR MATERIAL ° N � ° a ,y P REQUIRED FOR STORM DRAINAGE FACILITY. ° ,263 )\ \ / x N LL (I.E. 3" DRAIN ROCK, FILTER SAND) e CON J o _ 60" a CAP \ J � I s-� s o w PVC PIPE, 4" DIA. ASTM D-3034 SDR 18" \ - II ' / o � 'g 35 FOR DRILLED WELLS. PVC PIPE, 6" ; . tl ~24"�{ \ / ! ) i. / I �� ��p` A'Z o o ASTM D-3034 SDR 35 FOR WELLS a 'a °°:)`. 6" MP DUG AND BACKFILLED (INSIDE SEEPAGE a, a o " BEDS FOR EXAMPLE). CONCRETE (COLLAR); CLASS z (2) #4 REBAR HOOPS o < 3000 (ISPWC SECTION 703). WITH 4 VERTICALS CONCRETE (COLLAR), CLASS 0 3 (2) STAINLESS STEEL HOSE # 3000 (ISPWC SECTION 703). m o CLAMPS AT 3" SPACING. SECURE PLAN VIEW J GEOTEXTILE IN PLACE. w w W m CONCRETE COLLAR NON-TRAFFIC AREAS SECTION z i m� FILTER SAND (ISPWC CONCRETE COLLAR ~ w o 12" SECTION 801) cd r/] o 1 � _ � ^� z 0 0 DRAINAGE GEOTEXTILE, TYPE Q ¢ z o w 0 0 . . (ISPWC SECTION 2060). v o GC3 0 0 o NOTES °p bA o 0 0 40.01 FG 40.52 FG N = PERFORATED PVC PIPE, RIM=39.85 z z 0 0 ASTM D-3035 SDR 35 1. WELLS ARE FOR OBSERVATION OF GROUNDWATER LEVEL NEAR STORM DRAINAGE FACILITIES. INSTALL GRATED COVER $ MM� 36° p 0 <; WITH (6) 3/8" DIA. HOLES ASPHALT Q W or =o of 0 0 AT 3" ON CENTER 2. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ENGINEER. "PRECAST GRADE RINGS RIM-39.95 INSTALL NON-WOVEN GEOTEXTILE 16.5 CRUHHED BASE COURSE x w IN 2", 3", 4", 6", 12"1 0,42' INSTALL SOLID LID FABRIC AROUND TOP AND SIDES 10" MIN GROUNDWATER STRUCTURAL BASE _ m 0 0 `.:. 3. EXTEND MONITOR WELL A MINIMUM OF 1 FOOT BELOW BOTTOM OF FILTER SAND. 24", 36", AND 48" OF SEEPAGE BED. BACKFILL OBSERVATION WELL COURSE p r z o 0 0 0 TOP OF LID TOP OF SEEPAGE PIT 6„ ELEV=38.93 r12" 37.80 3.0'f TOP OF �yy U N c� SEEPAGE PIT +p MINJ aa ELEV.=37.80NPVC CAP. SOLVENT WELDED �12" z �E o a V INSTALL END CAP o w w OR GASKETED (WATERTIGHT) -_i LARKEN PRECAST/CXT INSTALL 8" TEE ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° U S a y 7 L.F. 8" PVC 5 L.F. 8" PVC o 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 Ground Water Observation Well (Monitoring Well INC. 350 GALLON 0 0 0 0 0 0 INSTALL 57 L.F. 8" PERFORATED PIPE 0 0 ° ° ° a CENTERLINE OF PIPE N w o N WELL SECTION '1 HS-25 CATCHBASIN, OR SO @ 2% SO ® 2% ° ° ° ° ° ° 0 0 0 0 0 0 0 0 0 0 ° ° ° ° ° ° ° ° ° q• ELEV.36.46 0 0 G REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, ACHD SUPPLEMENTAL STD DWG. SD-627. NOT TO SCALE APPROVED EQUAL o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 0 0 INVERT END ~ ~n m °a d a ELEV.=36.13 Z U 8" INVERT OUT 1.5"-2" STONE AGGREGATE WASHED5a U a � ELEV=36.33 Cl! �� 4 DRAIN ROCK ° o 8" INVERT OUT 0'm' a 4 � n - u -�-BOTTOM OF ELEV=36.47 > '. SEEPAGE BED 0 < .BOTTOM OF z w -w ELEV.=33.80 FINISH GRADE Oi FLOOR ELEV.=35.95 00 SEEPAGE BED 3 FLOOR ELEV.=34.26 ELEV. 33.80 ASTM C 33 SAND ;; 1.5' CATCH BASIN LARKEN PRECAST/CXT INC. BOTTOM OF SAND oo BOTTOM OF SAND Ld 1 1 O CB-100 CATCH BASIN, OR ELEV.=32.30 I °° ELEV.=32.30 APPROVED EQUAL so °° 1' MIN. o WRAP WITH DRAIN GE GE SUBGRADE OR NATURAL o O� !��i�% /�/V� T O GROUND O � SEASONAL HIGH - ----o ---------------------------------- o O 1 GROUNDWATER = >2619.00 O / 5 !% ALLOWEDY I o VWITH PROPER ERTICAL SSHORING O %\% O' OR LESS THAN 5' o LEGEND 1. LOCAL CUT BACK, ONLY IF REQUIRED. 2. SURFACE REPAIR WIDTH, 4 FEET MINIMUM. Seepage Bed Details O 3. EXISTING SURFACE. NOT TO SCALE I 4. EXISTING BASE. 5. TRENCH BACK SLOPE PER OSHA OR SUITABLE SHORING. o \ 0 © oo \ 7 //i 6. TRENCH BACKFILL PER ISPWC SECTION-306. z YVA O O O /\' 7. VERTICAL TRENCH WALLS SHORING PER OSHA. v t \ Oo 000 0 `O_v o o \/ W \ o ° 8. PIPE BEDDING PER ISPWC SECTION-305 (SEE SD-302). 6" MIN. 9, FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND STABILITY (PER ISPWC SECTION-304). P�-+ a vim- j\ 12"°MIN. \� N / EACH /\ 8 10. UNDISTURBED SOIL (TYP). / SIDE NOTES 11. SURFACE REPAIR AND BASE PER ISPWC SECTION-307 (SEE SD-303). o A. TRENCH EXCAVATION PER ISPWC SECTION 301. NOTE B o\ j 9 12. UPPER COMPACTION ZONE. N s B. PIPE BEDDING PER ISPWC SECTION 305. 0 // 13. LOWER COMPACTION ZONE C. BACKFILL AND COMPACTION PER ISPWC SECTION 306. 10 OUTSIDE DIA. OF w z Y d w o PIPE PLUS 2'-0° ¢a a Q Y w 'o N a N (A 3 Typical Trench Detail SHEET N0: REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, STD DWG. SD-301. NOT TO SCALE S