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Home My WebLink AboutApproved Construction Plans Z J a V wLU LU O O m U oC 6 LU o w U CONSTRUCTION PLANS �VC)LLAN L I„I„I LEGEND o w ICK �FOR � o EXISTING PROPOSED o d � o +BM CONTROL POINT LENNON POINTE SUBDIVISION a 9 _.: d GRADING POINT MARKER 2000.00 b°CHERRY - GRADING SLOPE ARROW 1% MERIDIAN , ADA COUNTY, IDAHO o - - 2000 - MAJOR CONTOUR 2000 U MAY 2025 1 - - - 2001 - MINOR CONTOUR 2001Ell_ q PROPERTY LINE - - - - - - - - - - I ROADWAY CENTER LINE �� 0 EP CURB AND GUTTER - -- - -- --- -- - -- --- -- - -- - -- a U ti 0pco w w w WATER W W �� Z Z 00 ss ss SANITARY SEWER ss ss �- PROJECT c� J Q JULIE RIVERS CO W +I TETHEROW LOCATION ° Q (n OHE OHE OVERHEAD POWER OFFICE CONDO - CROSSING Z ? UGE UGE UNDERGROUND POWER UGE UGE - t a Q N m PROJECT d . Z OHT OHT OVERHEAD TELEPHONE - -- --- - t LOCATION _ USTICK ROAD o w FIBER-OPTIC LINE F-0 F-o F _ CITY OF C U)GAS GAS GAS— GAS GAS GAS � ram MERIDIAN W PRESSURE IRRIGATION LINE IRR IRR W PEBBLESTONE DR SHEET INDEX GRADING LIMITS (DAYLIGHT LINE) - - - - - - - - - �'.+ i - - - - - FEMA ZONE 'X' 1 M N N M w " " " CO CO /U) 0) PG SHT DWG C 9 C 9 a FP FP FEMA FLOODPLAIN ~ CREASON CREEK 1 G-1 .0 TITLE SHEET Z U Z Z Z Z Z Z 7�- FW FEMA FLOODWAY SUBDIVISION NO. 1 2 G-2.0 GENERAL NOTES Y U U U m � woWo F71ELECTRICAL BOX ;;' r 3 C-1 .0 SURVEY CONTROL w CO U CQ U FT TELEPHONE BOX , I w Of w w N LU mr 4 C-1 . 1 DEMOLITION PLAN 0 J o J 00 0 U Z SEWER MANHOLE w 5-21 C-2.0-C-2. 16 GRADING PLANS > > Q a o N CU 0 1515 W. USTICK ROAD W_of o z 22-28 C-3.0-C-3.6 STORM DRAIN PLANS w w R W R Q � �G GAS RISER �' J PARCEL: S1201223115 NW 13TH ST w w m w 2 w 2 o L ,_ 29-34 C-4. 1 -C-4.6 UTILITY PLANS zi Zi 0 0 0 0 U_ a WATER MARKER 35-39 C-5.0-C-5.4 ROADWAY PLAN & PROFILE o �_ � W o co WATER BLOWOFF W CREASON CREEK 40-41 C-6. 1 -C-6.2 IRRIGATION PLANS U Q Q TUMBLE CREEK SUBDIVISION NO. 2 42 C-7. 1 PUBLIC STREETLIGHT PLAN " m � Lo `° ~ °° Z 2WATER VALVE H SUBDIVISION NO. 4 , o WATER METER 43 C-8. 1 SWPPP PLAN " FIRE HYDRANT 44 C-9. 1 TRAFFIC CONTROL PLAN N N ZION PARK AVE C U Z Z Z ,r OVERHEAD POWER POLE - - > - 45-55 CD-1 .0-CD-11 .0 CIVIL DETAILS o U Y Y CATCH BASIN ® 56-61 L-1 .0-L-1 .5 LANDSCAPE PLAN o w w - i 62-69 L-2.0-L2.7 IRRIGATION PLAN 2 LU "O J - — iL 0 0 U Q o ti - 9 0 a, = THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD VICINITY MAP POLICY AND STANDARDS IN EFFECT AT THE TIME OF DATUM: • HORIZONTAL DATUM: NAD 83, ID STATE PLANE, SCALE : 1 if = 50' PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD W Z F_ WEST ZONE, US SURVEY FEET ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE Z O W • VERTICAL DATUM: NAVD88 DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED O W 0 *REFER TO SURVEY CONTROL SHEET (C-1 .0) FOR MORE INFORMATION IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND z > UTILITY CONTACTS: SHORT DESCRIPTION, WERE APPROVED: NONE 00 W 120 UTILITY COMPANY CONTACT NAME PHONE Plans Are Accepted For Public Z j OWNER/ _ Street Construction Z � WATER CITY OF MERIDIAN PATRICK COTTEN 208-898-5500 Desi'�, n's"�mthe°�tfttMe��ern, � � Ile— to all District policies and standards- variances or waivers must DEVELOPER : ENGINEER . A�p, oft,elmpro nplansbytheDist�doegnot 0 be specifically and previously approved by the District in writing. SEWER CITY O F MERIDIAN PAT R I C K C O TT E N 2 08-8 98-5500 relieve the,mW Design professional of these responsibilities. TYS O N LANE KU RT N O R R E L L BY DATE: 05/13/2025 U ADAtOUN7Y HIGHWAY DISTRICT WESTERN CONSULTING GROUP POWER IDAHO POWER VICK STEELMAN 208-388-6320 HILLCREST CONSTRUCTION ML #� �SS�ofH�� P.O. BOX 608 GAS INTERMOUNTAIN GAS GREG WEGNER 1452 W. BANNOCK ST. 208-377-6840 �' 4� y`�^ EAGLE, ID 83616 BOISE ID 83702 r 15461 SHEET NO: 0 COMM CENTURY LINK TBD 208-298-9901 Know whars below. ,,y. �, G 1 .0 (602) 752-1900 (208) 860-8262 1 �+r�OF lI before u dig. � �' DATE: L TLANE.HILLCREST@GMAIL.COM KURT.NORRELL@WCGID.COM IRRIGATION NMID GREG CURTIS 208-466-0663 ❑■ _ _ F• 05-12-2025 o PAGE NO: ata:2O25051215:CB:55-06ro0' CD Z J M () tZ Z 00 U � CITY OF MERIDIAN STANDARD NOTES - RESIDENTIAL AND COMMERCIAL DEVELOPMENT w LU GENERAL CONSTRUCTION NOTES WATER CONSTRUCTION NOTES ROADWAY CONSTRUCTION NOTES 1 . ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE 1 . CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE 1 . ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE O CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT CONSTRUCTION (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO SYSTEMS (IDAPA 58.01 .08)" AS WELL AS THE STANDARDS AND LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. ACCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1 . ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE THE DISTRICT. ALL OTHER CONSTRUCTION SHALL BE DONE IN ACCORDANCE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND UTILITY TRENCHES ABOVE THE PIPE ZONE. WITH THE CURRENT VERSION OF THE ISPWC (AND ANY ADDENDUMS), AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND MERIDIAN DESIGN STANDARDS, THE MORE STRINGENT OF WHICH SHALL BE THE IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS CONTROLLING STANDARDS OR SPECIFICATIONS. NECESSARY FOR A POTABLE WATER MAINAND NON-POTABLE WATER U MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL PRESSURIZED IRRIGATION CONSTRUCTION NOTES J J 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING 1 . THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO WATER SYSTEMS (IDAPA 58.01 .08) AND SECTION 430.02 OF THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE WASTEWATER RULES (IDAPA 58.01 .16). CONSTRUCTED. � U) N COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS O Y o RESOLVED. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY Q 0 M POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE Z Z 00 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY z CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE Z) Co W THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING CITY OF MERIDIAN WATER DEPARTMENT. U) CD 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE OZ O ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01 .08) U CN L m AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16). Z 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS DRAINAGE NOTES W ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT 1 . FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE w W FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE VALVES. CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN 0) AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. N N N M N N C, C',, w 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC N 9 N 9 - - 0 N Q REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE WORKS INSPECTOR. LO CO 0) 4 L6 C6 r,� It 0 z APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH z U z z z z z z >- PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE ENGINEER'S GENERAL CONSTRUCTION NOTES w o w o NO. SEWER CONSTRUCTION NOTES W CQ U U) U 0 1 . THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY w Of w Of w N 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE 1 . CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE 0 0 ° 0 z APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01 .16) AS WELL AS ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL w_ w_ z Q °Q } o EXISTING UTILITIES PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES > > a N o AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE of w w Q w CONSTRUCTION NOTE NO. 1 . z z LU > w > w > of o OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL w w w g w 20 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER J :3 w of w of w N CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND UNDERGROUND UTILITIES. CALL DIGLINE AT 1-800-342-1585 A MINIMUM OF U U o 0 0 0 0 FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF o >- v _ v w 0 DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND UNDERGROUND UTILITIES. UNDERGROUND UTILITY LOCATION AND VERIFICATION CO M U a Q b CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS SHALL BE AN ONGOING PROCESS. WHERE CONFLICTING UTILITIES MAY BE o ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER PRESENT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF N M "t Lo CD r` C0 z 2 CONSTRUCTION PLANS. MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL POTENTIAL CONFLICTS. THE DEPTH OF UTILITIES SHOWN ON THE PLANS ARE NOT o SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE KNOWN BUT ARE FOR GENERAL INFORMATIONAL PURPOSES ONLY. N 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING o THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. WATER SYSTEMS (IDAPA 58.01 .08) AND SECTION 430.02 OF THE N 2. ALL WORK SHALL BE CONFINED TO PROPERTY AT ADDRESS 1515 W USTICK RD, , WASTEWATER RULES (IDAPA 58.01 .16). o 0 z z z w 11 . PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR SECURING CONSTRUCTION STAGING AREAS ° CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND o ° ° w AND OTHER TEMPORARY CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED Z Z Z W DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A o 9 W w o MINIMUM OF SIX 6 FEET. WHERE IT IS NECESSARY FOR A POTABLE TO CONSTRUCT THE PROJECT. a o U a STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN ( ) N WRITING FROM THE CITY ENGINEER. WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS 3. INSTALLATION OF GROUNDWATER DEWATERING SYSTEMS MAY BE REQUIRED TO THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING FACILITATE THE CONSTRUCTION OF PROPOSED FACILITIES. GROUNDWATER SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH AND IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01 .08) STRUCTURE EXCAVATION DURING INSTALLATION. CONTRACTOR IS REQUIRED TO AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16). SECURE DEWATERING DISPOSAL SITES AND APPLICABLE AGENCY PERMITS. co 0 DEWATERING PROCESS SHALL CONFORM TO SECTION 205 OF THE ISPWC. W W 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS Z Z PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER 4. RETAIN AND PROTECT ALL FEATURES NOT DESIGNATED TO BE MODIFIED OR _ Q E TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). CONSTRUCTED ON THESE PLANS. O O Z U 5. FOR GEOTECHNICAL INFORMATION, REFER TO THE GEOTECHNICAL ENGINEERING Z REPORT PREPARED BY ATLAS NO. B211602G, DATED JUNE 25, 2021 AND O Q Q J ADDENDUM 1 , DATED NOVEMBER 8, 2021 . Z m J 6. THE CONTRACTOR SHALL VERIFY THAT NO UNMARKED EXISTING UNDERGROUND w U W 0 UTILITIES EXIST IN THE CONSTRUCTION AREA & ROAD RIGHT OF WAY PRIOR TO J Z 0 W 0) STARTING CONSTRUCTION ACTIVITIES. 0 U Plans Are Accepted For Public Street Construction L fa By stamping and signing the improvement plena.the Licensed t" Design Professional ensures the District that the plans oonfwM 4 SHEET NO: 0 to all District policies and standards. variances or waivers must 15461 o be spoOcally and previously approved by the District in writing. -2■o e District does not z, relleve the Ucen of a Design improvement al plans by of these responsibilities. OF v BY u DATE; 05/13/2025 F. DATE: L a 05-12-2025 ADAXOUNTY HIGHWAY DISTRICT <-x /o�" oa,e pzs o 95,s raa PAGE NO: 2OF69 \ DEMOLITION NOTES z 1 . THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE M CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING z a \ WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY THEIR O O= \ EP EP EP FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. z ce \\ EP EP - EP 2. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH LC w \ ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 3 36 TAN., R.1 W., B.M. � / / BASIS OF BEARING S 884302 E 2662.34 NIN ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION w �� T.3N., R.1 W., B.M. 0 2 666.54' � � � 6 AREA. 0 1 1 o� 1995.80' 3. CONTACT THE APPROPRIATE UTILITY COMPANIES FOR SERVICE DISCONNECTS PRIOR TO BEGINNING WORK. O � SECTOR 5 \ 12 4 W. USTICK RD. 12 2 5 � � 1 r BOX \ \ \ � _ SHEET SHEET G-1 .0 FOR CONTACT LIST. W r • ■■ ■■ .� ... -■ S 88°43'0 t l ....r.... ....r. ...... ' �.'• M 2"E 573.51' .�. ' - � x■- ■■�■X■■�■ .� K.■� ,..... ' - 4. ALL DEMOLITION WASTE HANDLING AND DISPOSAL SHALL CONFORM WITH ALL APPLICABLE LOCAL, STATE, AND pR,�r 1 1 PVC INV x \ �X _......IX - o .. x....hi..,...x..-..h....r....�....� IRR p-i 8 12"PVC I� FEDERAL LAWS AND REGULATIONS. i EV.=2568.7 i f BOX \ECTO 3 P o ELEV.=2569.32' \ 6 ZO0 C� M/N/MqC ZpNEX /VAULT CS2 LLC. 12"CONCRETE INV � X E� �OOOHAZ I/ W.USTICKRD. 5. COORDINATE TEMPORARY AND PERMANENT REMOVAL OF SIGNS WITH ACHD AND/OR PROPERTY OWNER AS O� HEADGAT ELEV.=2569.45' ^ AR h GRASS 7 \ APPLICABLE. 1 � ,�� P FP �P r_ancc V / _ \ O SPIC �tS, CONCRETE PA ER � , I I o 14 J JI / RET ININGWA L 6. THE CONTRACTOR SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE U wA. -'0 /( /° CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS WORK INCLUDES CLEARING AND GRUBBING, WHICH J 7 HEADGATE I zQP <C 7 ° 11 \ I I 0-, INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY 3 ��0 qF 9 0 2 ° 12"PVC INV I Y W GROWTH OF GRASS AND/OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND OTHER MATERIAL NOT 1 r 2 F ¢ Ass ELEV.-2570.7 I Q m SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES. ALL MATERIAL NOT SUITABLE FOR lam GATE Fp ° `� $ 1 o a USE ON-SITE SHALL BE DISPOSED OF OFF-SITE AT AN APPROVED LOCATION. REFER TO THE GEOTECHNICAL a: ° I I O REPORT FOR A DESCRIPTION OF SUITABLE SOILS.lK N ■ SPIGOT PUMP ° co 0 Q 11 A Hou 3 HOUSE \ I l 7. PER CITY OF MERIDIAN STANDARDS, UNUSED WATER SERVICE LINES SHALL BE ABANDONED AT THE MAIN BY C� 0 M almKTp 1 O l (( CLOSING THE CORPORATE STOP, REMOVING THE SERVICE LINE, AND INSTALLING A CAP OR COPPER DISK AT Z Z 00 W 9 w■ DECK / 1 > �� THE BACK OF THE FITTING. UNUSED EXISTING VALVES AND BLOW-OFFS SHALL BE REMOVED AND BLIND J Z � COMM o ■ \ x �� `- VAULT � I I /J W.PEBBL' TONE DR. W FLANGES INSTALLED WHERE APPROPRIATE. Z) m W T / SPIGOT a I J \ I x (n 1 N \ 11 I 1515 W. USTICK RD. / I CDC SS SS Z O 1 K / ■ / \ 383.404±S.F. ( O O I Q \ 8.802±AC. co 4 / :!, GATE \ l x U LO r Z L f_ \ o `° w N* / \ 3 � 11{II �A \ 25�7 I W.PE B�ESTONEDR. DEMOLITION KEYED NOTES IZI I z Z 2 .M // \ ) - - \2 CO1tl��ETE INV ELEV.=2569.47 1 . PROTECT EXISTING UTILITY INFRASTRUCTURE AND LINES. w J \\\�\\�\ 'l �- 7 ��III / \ 0 2. PROTECT EXISTING STORMDRAIN INLET AND STORMDRAIN LINE. SEE DEMOLITION NOTE 1 . W I z •o M\\�\ \ 2� / HEADGATE / / AARON J.QUEEN I z �\ HEADGATE °y �O 3111 NW 13TH ST. �. > (✓�c/� 3. REMOVE EXISTING WELDED WIRE WITH SINGLE STRAND ELECTRIC FENCE AND GATES AND DISPOSE OF I � 12"PVC INV� / • ) ■ _ \ \\�\\\\\ I OFF-SITE. _ - \ ELEV.=2570.44' I2 ' - \\\ \� 8 , ° F " N N N CM CM Lo I: \ \ �`I \ 4. REMOVE EXISTING MAILBOX AND DISPOSE OF OFF-SITE. M N N M f d '� - `\ � \ \ HEADGATE I I N O N O r r r- N Q �\ KIRK DAVID 5. PROTECT EXISTING GAS MARKERS AND GAS LINE. SEE DEMOLITION NOTE 1 . z + -..COI ` 1- �� 12" EOLEVR2569ETE I47 ��\FA STEVENS z Z U Z Z Z Z Z Z } p 0_ ■ I \\\\\\\\ \ \ J IRRI ATION I 3093 NW 13TH ST. U Y U U U U U m Li I I \ \\\\ �\ I IR R TURF ` > 6. RELOCATE EXISTING GAS MARKER. PROTECT EXISTING GAS LINE. COORDINATE WITH INTERMOUNTAIN GAS. SEE I I II \ \\\\\\ \ �- \ \\ HEADGATE \ o DEMOLITION NOTE 1 . v ' 1 \ \\\\ `� \ \ Fo\ \\� 8 \ EAD ^ m w O w O I \\\\ \ 12"coNCR v \\ T ` Y 7. REMOVE EXISTING LANDSCAPE VEGETATION AND DISPOSE OF OFF-SITE. W U U ■ \ \\\17 ELEV.=257(8.2 ' \ \ w � �� _ w w w ■ 8 Fp E DER N.SANTANA 8. REMOVE EXISTING IRRIGATION HEADGATES, STRUCTURES AND PIPE. DISPOSE OF OFF-SITE. w U) zo \\ \ \ 25�0 HEADGATE \ 3075 NW 13TH ST. 0 W W Z Q } Q } O .- f O< F � 9. REMOVE EXISTING OUTBUILDINGS TO SUBGRADE AND DISPOSE OF OFF-SITE. SEE DEMOLITION NOTE 4. w w o r NCIO \ \\\\ \ \ 10. REMOVE EXISTING BUILDING DECK AND PATIO TO SUBGRADE AND DISPOSE OF OFF-SITE. SEE DEMOLITION w w w w ¢ � \\ \ `9 \ Fp $ ETE INV \ I , e Z Z m W � W o �• F \ \�\\ 15 \ \ \ \ \ FILE 7o.7s' NOTE 4. ANY EXCAVATION SHALL MEET OSHA REQUIREMENTS FOR SLOPE STABILITY. EXCAVATION TO U U o Of u- � u • Of N I ' l�:• \ \. \\ \ \FP \ l SUBGRADE MAY REQUIRE IMPORT AND PLACEMENT OF STRUCTURAL FILL. REFER TO GRADING SHEETS FOR o o } o 0 0 0 I \ x JOHN G.BITLER \ \ 2 } 2 } Q c(00 m U Q ~ Q ~ d' v :� l�` I `• �\ \\ \\\ °\� \ \ \ � \ 3 3055 NW 13TH ST. FINISHED GRADE ELEVATION. ~ Q o I ` � \� \\\ ° \ \ � ? �oI 11 . REMOVE THE EXISTING PUMP HOUSE, WELL, AND SPIGOTS. PER CITY OF MERIDIAN STANDARDS, WELLS THAT o \ \ GRASS G r N Ch 0 CO f- w Z \�• \�� ` \ \\\ \ \ ) 4 1 - WILL NOT CONTINUE TO BE USED MUST BE PROPERLY ABANDONED, DOCUMENTATION OF ABANDONMENT WILL / `• \ \ ` o�\�\\\ \ \ \ \ I q JORDAN LEACH REQUIRED TO BE SUBMITTED TO THE CITY. CONTACT IDAHO DEPARTMENT OF WATER RESOURCES FOR HEAd�:TE \\�9 \\\ II °��q(�o ABANDONMENT. o Q � ° O x I F 3039 NW 13TH ST. ,, \: 01 \\ ` \\\ \\ \ I x \T N Ll_ �� /\ �:• CREASON LATERAL 60. \ \ \\\� \ - _ - I I A 12. WITHIN CONSTRUCTION LIMITS SHOWN, REMOVE ALL EXISTING ASPHALT CONCRETE PAVEMENT AND N �o A • 40' RIGHT, 20' LEFT OF � \\\ � - \ CONCRETE SIDEWALKS TO SUBGRADE ELEVATION. SAWCUT EXISTING PAVEMENT AT CONSTRUCTION LIMITS TO oO \ CENTERLINE C��\\\�\ \ \ 9 \ \��\�`� �=� _ - I I CLEAN LINES. PAVEMENT SAWCUT WITHIN THE ACHD RIGHT-OF-WAY SHALL BE PER ACHD STANDARDS (24" o 0 o �'o I \ ♦ \ \ ` - _ I I A MINIMUM FROM CURB AND GUTTER). COORDINATE REMOVAL AND REPLACEMENT OF EXISTING ROADWAY o w ° w J 2� cl)o �� \; r, �o\ \ J \ ��\ IMPROVEMENTS WITHIN ACHD RIGHT-OF-WAY WITH GRADING PLANS (C-2.0-C-2.16) AND ROADWAY PLANS o �LD , W a N \ o I o \ Ass �� \�� ° ``�� \ 1 C-5.0-C-5.4 . REPAIR STREET UTILITY SERVICE CUTS PER ACHD STANDARDS. a 0 o 0 a p Z \ \ �y \ \\`\` \\\ \� I 1 1 BRIAN S.DE LA MOTTE ( ) N I / \\ \\ �_�01 \\\\-=_ _��\�� \\ `x 3021 NW 13TH ST. \ o � 13. PROTECT AND RETAIN ALL FENCES, HEADGATES, AND VEGETATION WITHIN THE CREASON LATERAL o (�C�1�ICRET = \\ \7,A `•• \ \ \ =-i-- �lx �) RIGHT-OF-WAY. NO EARTH DISTURBING ACTIVITIES SHALL BE ALLOWED WITHIN THE RIGHT-OF-WAY. -- f _ O ZONE A C LVERT -71 •• I \\ \ \ o �� I u • \ �1 I 14. PER CITY OF MERIDIAN STANDARDS, EXISTING SEPTIC TANKS AND SEWER DRAIN FIELDS MUST BE ABANDONED Z L ZONE X \ \: \ GRA l IN ACCORDANCE WITH CENTRAL HEALTH DEPARTMENT REQUIREMENTS. SEPTIC TANK AND SEWER DRAINFIELD ss • \ / C� STEPHEN A. 1 3 \ \ 3 �- 256 / I xi 1 TAYLOR3003NW COULD NOT BE LOCATED AT TIME OF SURVEY. LOCATION SHOWN IS ESTIMATED. W • I 13TH ST. TIE: C. \ \ - -0- --~ 2569 - � XI I z Q L4- - - - - 2570 I 15. KELLOGG DRAIN TO BE PIPED AND RELOCATED PER NMID APPROVED PLANS. z a E II I 1 IlIllll W = \ c O \\\\\\ � � � N 88°59'01"W 590.78' � -.--- w CREASON CREEK -�/ _= f oI II�JJ��Ip / �� z ; �, RETE � / � �\ � SUBDIVISION No.2 O Y U 2 I CULVERT I �� CS2 LLC. z Q MRH HOMES INC. MRH HOMES INC. I y MRH HOMES INC. a Z UNPLATTED I y� W.TUMBLE CREEK DR. 2987 N.ZION PARK AVE. ss 2984 N.ZION PARK AVE. 1422 W.TUMBLE CREEK U m � � \ Z � J Q zU) O 0 0) I W Q U N DEMOLITION PLAN SS�oNAL FN SCALE. 1 - 50 4�0�� ,�CENSFp 0 50 100 15461 SHEET NO: 0 Feet �� .0 C-1 ■ 1 OF DATE: J �T F• NORR 05-12-2025 i L (U gpltelty signed by Kurt Novell PAGE ///�)/ , /A//// NJ•Stem C°nN-I Group, ' CN=Kurt Novell m pets..2625.65.,2 4 OF 69 15,49'.31-66'66' CD I J C:p FP W. USTICK RD I j V) 0— EP 411, m TR IPiI� — �i��o-1d�iwT_Ce ° Oe 1e• e,1 .e Q� ..° -EP- • - I CITY OF MERIDIAN STANDARD NOTES - DRAINAGE z 1 . FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE f RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE w_ --------------------------------- �� PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION w�� AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PROPOSED COMMERCIAL PROPOSED I PROPOSED I PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. s BUILDING APARTMENT C APARTMENT O BUILDING U) I BUILDING I - ; ENGINEER'S NOTES ------------------ m 'I 1 — ----------------------- ' 1 �� 1 . INLETS OF STORMWATER FACILITIES SHALL BE LOCATED AT ALL RELATIVE LOW — — — --------------------- " -I r POINTS. NOTIFY ENGINEER IMMEDIATELY IF RELATIVE LOW POINT DOES NOT rL LL LL L L LL - --' ; -- , ' HAVE STORMWATER COLLECTION OR INFILTRATION AT THIS LOCATION. L LL LL L L LL LL L LL LL L 1 i LLL LL LL LL L L J L LL LL L LL LL LL L LL LL L ' 1 LLLL LL LL L L LL LL L LL L \ ~r~ __,\ �, I I L I I LL I LL LL LL L LL LL L I j LLLL LL LL L LL LL LL L LL L U \ � � , /- --- , `, ; •,` \ , , L L LL LL L LL LL LL L LL L 2. STORMWATER FACILITIES ARE PRIVATE UNLESS DENOTED AS PUBLIC. J ' -� ► I 1 1 \ . + + + + + + + + + + + + + m � + + + + + + + + + + + + + — .. - ., - - 1 ----------------- - — — — — W PEBBLESTONE LN - ------------ s EP STORM WATER LEGEND ----, _ W PEBBLESTONE DRIVE PUBLIC a - - - Y o PROPOSED SHEET MATCHLINE �_.��_�_�_�,-_ + , .--- SHEET C-3.2 _ z I LLLLLL LLLLLL ------_ (;� e , �4-�r��,� COMMERCIAL BUILDING + . + + - - M ++++ — — — — DRAINAGE BASIN BOUNDARY z 00 I - - - + + , p Z LLLLLLLLLL 0 — — — J ` ' LLLLLLLLLL PERVIOUS INTERLOCKING CONCRETE PAVERS p m W T I r- �/'� �/� 1 �1 d I LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL �'' I �� ' ' LLLLLLLLLL U) LLLL LLLLLLLLLL LLLLLLLLLLL �•_ , ; LLLLLLLLLL t✓/ __________________________- ACHD BMP 34 Z LLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL � - i O O T LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL ,' m — — I + + + + + BIO RETENTION PLANTER Uto _________________ PROPOSED + + + + Z b jm I I i TOWNHOMES TOWNHOMES + + + + + ACHD BMP 31 'Z I ' I BIO RETENTION SWALE � ACHD BMP 30 W :Z 1 , PROPOSED PROPOSED 0 I I n ; I TOWNHOMES I ; I CURB OPENING INLET 7 ,nl TOWNHOMES I PROPOSED DI ISPWC SD-716 TOWNHOMES I ; I ; 7OP�� s f I TOWNHOMES N N N M M Lo SHALLOW INLET ATTACHED TO WALK N N N N N N N N w C° ACHD SD-715A N O N m - -1 9 CCU Q PQSE�. z ; GROUNDWATER OBSERVATION WELL v -5 Y v 0 0 0 m - TOWNHOMES OB �,,,,,,,,I N ACHD SD-627 �� - I ;�j I TOWNHOMES 0 11 PROPOSED M ❑ 2 ❑ 2 w O w O ;_ Z SEDIMENT MANHOLE w c�i� Uco U M ,-'- TOWNHOMES s� w Cr) w � I ;r I D ; I ISPWC SD-611 w o J o w rn �z I � �' i � � � wwZQ } Q >- O � ❑ Z I 0P.Q.SFD > ; so so 1000 GAL SAND & GREASE TRAP, 20" BAFFLE SPACING w w ❑ o N o w ISPWC SD 624 Of � - ' ` \ J � TOWNHOMES �R0�6$ED � � I z z I'' w w w w > O ° LLLL ; M ; w w w 2 w 2 O e' \ \j LLLL ; I TOWNHOMES ; ��,; PROPOSED i; i; o 0 `L 0 `L LLLL0000 -LLLLL I I TOWNHOMES C U Q UQ Q sD O LLLL 4 0) — U � Q \ \ LLL�LLLLLI i I r i O U I LLLL ; RCQ.oSED I C�; — N M qt Lo Co r` 00 Z I \ \ _ S TOWNHOMES C-3.3 r PROPOSED \ \ TOWNHOMES I N co, L LLLL I PROPOSED o l \ —� I I TOWNHOMES N T-El U Z Z Z LLLL l SHEET C-3.4 _______ o U Y Y 1� \ \��_�_�_�_�_�_�_ LLL LLLLL PROPOSED ITP \ \ ~f~f~f~ LLL LLLLL I I I I TOWNHOME °z z Z Y o ° ° CU \�� LLL U J ,2 LLLLL PROPOSED 0 L PROPOSED 19 , / ° q W a o \ \� \ LLLLL I TOWNHOME a ° ° v T WN M H E II ' N I�.I ` ELL LL LL LLILL LL LL LL� � LL LL LL % `— \\ ` W SINDON LN — Z 11 ------ -- ,-' J \�- I z a 0 z E " \ OU) — /;. SS \ -�� - � i ; PROPOSED PROPOSED PROPOSED z Q TOWNHOME m Z I Q Z oc 0 O F_ 0 U STORMWATER PLAN INDEX Plans Are Accepted For Public SCALE: 1" = 40' Street Construction �oENSFoNc�ti By stamping and signing the improvement plena,the Licensed F� 0 40 80 Design Professional ensures the District that the plans conform a SHEET NO' : o Feet to all District policies and standards. variances or waivers must 546 be specifically and previously approved by the District in writing. _3 0 ■ G,Q £Of DATE: 0 T relieve the Ucen Design Professional of these responsibilities. 'qT P Z Acceptance of the improvement plans by the District snot J'J. � __ 05/13/2025 T F. NpR L BY ky L.Gr --DATE: 05-12-2025 a ❑ AD OUNTY HIGHWAY DI Digitally signetl by Kurt Nowell E- Ds. PAGE NO: PLLCrt,CNre ft No11y n� U D= 2025.W 65.12 Cenulting Gmup, 22 OF 69 Date'.2625. 15'.53'.39-66'66' CD 2-11 W. USTICK RD N EP — EP ' Q EP EP EP EP © ° © d� w CITY OF MERIDIAN STANDARD NOTES - DRAINAGE z 00 \�Q IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR 1 . FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE LD RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE Lu 19e PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION c! AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE Lu w AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN -------------------------------------------------------------------------------------------- PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. ENGINEER'S NOTES 1 1 I 1 I 1 . INLETS OF STORMWATER FACILITIES SHALL BE LOCATED AT ALL RELATIVE LOW ' POINTS. NOTIFY ENGINEER IMMEDIATELY IF RELATIVE LOW POINT DOES NOT 1 1 1 I HAVE STORMWATER COLLECTION OR INFILTRATION AT THIS LOCATION. 1 1 I 1 1 1 G PROPOSED COMMERCIAL BUILDING 2. STORMWATER FACILITIES ARE PRIVATE UNLESS DENOTED AS PUBLIC. 1 1 3. GROUNDWATER MONITORING WELLS FOR PUBLIC SEEPAGE BEDS (FACILITY 11 , 22, AND 28) SHALL BE CONSTRUCTED IN THE OPPOSITE SIDEWALK A MINIMUM OF 1 50 FEET FROM THE SEEPAGE BED. C-3.5 N: 717480.3567 ' O E: 2449019.7938 Y o STORM WATER FACILITY 1 sS ` KEYED DRAINAGE NOTES Q p c — — ACHD BMP 30 BIORETENTION BASIN � 1 � I 11 z00 Z 826 SF MIN. BASIN TOP AREA — F� — J� — \ 1 1 a Fp ; sS ;' OA CONSTRUCT SHALLOW INLET, ATTACHED WALK PER ISPWC ACHD J Q z EP %----------------- SUPPLEMENTAL SD-715A (SEE DETAIL 4, SHEET CD-4.0) WITH CATCH BASIN GRATE co W • -- --------------- ------ - 1 1 ss TYPE III PER ISPWC ACHD SUPPLEMENTAL SD-610A (SEE DETAIL 2, SHEET CD-4.0). Z Ln Z rrrrrr \FA W W W W W ; O co r r r r r r n ° J r rr r — — — Fp Os� — — // ' B CONSTRUCT STANDARD CONCRETE MANHOLE PER ISPWC SD-611 (SEE DETAIL 3, U � ;p N: 717452.5096 - r — \ i ' SHEET CD-4.0). REFER TO STORMWATER PROFILES SHEET C-3.5 FOR 1 r �7 E: 2449036.3418 C-3.5 r % �� ___ � S ELEVATIONS. w .--~-__ Fp �Q `` '�.s O ' CV C CONSTRUCT CONCRETE CURB OPENING INLET PER ISPWC ACHD SUPPLEMENTAL W \ - T ; � .s O J `G C'7 SD-716 (SEE DETAIL 5, SHEET CD-4.0). PLACE AT RELATIVE LOW POINT WITH © � � \ r C-3.5 CONNECTION TO ADJACENT STORMWATER FACILITY. A ° I / W DO CONSTRUCT CURB EDGE/RESTRAINT WITH CURB CUTS WHERE SIDWALK IS N N N cM M In P — ------ ' I� -- — ------ -- —� �— -- ------------ ------ ------------ ----J 1 1 _ ' ' - w ADJACENT TO BIORETENTION PLANTER PER ISPWC SD-701A (SEE DETAIL 5, N N N N N N N N w c0 �_\ 1 � ' G \ ` ' 1 = N O N CO C!J N Q — _ _ — — — �p — ss SHEET CD-8.0). CURB EDGE/RESTRAINT TO RUN THE LENGTH OF THE SIDEWALK. CU )a — — I ; N: 717417.7861 —��A W zUzzZZZZ >- ----------- SLEEVE EO SLEEVE WATER SERVICE LINES THROUGH SEEPAGE BEDS WITH C900 WATER U 1 U U U U U m o �� I r r r r r E: 2449131 .7743 �r,; cn r r r r r H s Cn CLASS PIPE PER DETAIL 6, SHEET CD-10.0. rr�r�- r ° ; J r r r r N: 717394.8270 ' W w O w O 17 I r 'r r r E: 2449131 .1862 Z_ FO CONSTRUCT INLET CATCH BASIN TYPE IV FOR ROLLED CURB PER ISPWC ACHD w � U � U M STORM WATER FACILITY 2 r -+� r r 2 STORM WATER FACILITY 4 C w M wIII 0 r �-- r r C-3.5� PROPOSED COMMERCIAL BUILDING ACHD BMP 31 BIORETENTION PLANTER ' J SUPPLEMENTAL SD-604A (SEE DETAIL 1 , SHEET CD-4.0). o uj o co N ACHD BMP 30 BIORETENTION BASIN 0' 1,457 SF MIN. BASIN TOP AREA r r r r r � + ; = w w z Q °Q o a I rJ� rrrrr 1 > > Q U U r ,r r r r r; r + U © CONSTRUCT CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. w w o o o > o � � + � � � � � D ' Q ~ ~ w — w — w > � c �� -► r Z Z > > o I r r r r r r r I HO STORMWATER PLANTER PROFILE. SEE DETAIL 1 , SHEET C-3.6. w_ w_ m w 2 > 2 0 Tp I i C ' J J IX w IX wOf 000 128.3 �A 10 STORMWATER PERMEABLE PAVER PROFILE. SEE DETAIL 2, SHEET C-3.6. o Q co rn U Q — Q — � c 0 1 \ rr. 0 I �— LLLLLLLtttLLLLLLLLLLLLLLLL�LLLLLLLLL �A - -'� � J BIORETENTION BASIN PROFILE. SEE DETAIL 3, SHEET C-3.6. o c? u- LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL _ _ ror ____- 'M O N M u) CD � co z ------ --------------- - - .�, � LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL � - o LLLLLLL��LLLLLLL LLLLLLLL�LLLLLLLLL i�i �'' < N I - - - - - - - - - - - - SS /SS ; ; SS _ STORM WATER LEGEND N 1 S O N I I ; IRR IRR IRR IRR IRR IRR - IRR IRR IRR _ IRR_ _ _ ____ IRR IRR _]RR_ ]RR __IR L R N Z z z I � � I I � _----------------------------------- '' � SHEET MATCHLINE o 1 0 I 1 Z I i .Z1 % M t] 0 1ui ] v z \ I Z Z Z W O J m STORM WATER FACILITY 3 DRAINAGE BASIN BOUNDARY o � - W a N —I— ACHD BMP34 PERMEABLE PAVERS % � aIn Io a N z A I ss LLLLLLLLLLL LLLLLLLLL PERVIOUS INTERLOCKING CONCRETE PAVERS N I I I ' LLLLLLLLLL 1 1 NI i I I '; � LLLLLLLLLL ACHD BMP 34 r 1 o I z -T ss , n ; ; BIO RETENTION PLANTER Z 1 1 I Z1 SS 1 z I ; ~ + + + + L� ° I m � ACHD BMP 31 Q PROPOSED TOWNHOMES ' J U I PROPOSED TOWNHOMES cn w BIO RETENTION SWALE a Z ACHD BMP 30 ~ zo Za 0 I I I CURB OPENING INLETDI _ ! 1 W 1 ISPWC SD-716 \/ Q z co ss I . ss ,� Q SHALLOW INLET ATTACHED TO WALK O 0 ss ss - - 1 ACHD SD-715A z co z o GROUNDWATER OBSERVATION WELL J 0 MATCH LINE SEE SHEET C_3.3 ACHD SD-627 0 Z PRIVATE STORM DRAINAGE PLA So SEDIMENT MANHOLE 0 SCALE: 1" = 20' ISPWC SD-611 SS\0 NA L FN 0 20 40Feet so so 1000 GAL SAND & GREASE TRAP, 20" BAFFLE SPACING �o�c� �,�CENSFp ISPWC SD-624 a SHEET NO: 0 15461 C_3■ 1 �f G'1'T F. NORRk�' DATE: L 05-12-2025 N � --ft �Niuzlly signetl by Kurt Norrelll e�1@wb9,rt o PAGE NO: =b 2 02m5121559�=s 06 00 59uF 23 OF 69 _ P -KrtoRe CD Z J tr EP- i-- --F--P'-I -Ef'' EP EP EP iEP CITY OF MERIDIAN STANDARD NOTES - DRAINAGE zp =d d d . p p l ` -Ef} --- -----� d d p d p U 1 . FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE LD RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THELU - 0 PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION t.n AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE LU AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. O ENGINEER'S NOTES 1 . INLETS OF STORMWATER FACILITIES SHALL BE LOCATED AT ALL RELATIVE LOW POINTS. NOTIFY ENGINEER IMMEDIATELY IF RELATIVE LOW POINT DOES NOT I I \ HAVE STORMWATER COLLECTION OR INFILTRATION AT THIS LOCATION. PROPOSED APARTMENT BUILDING ER I ;I PROPOSED APARTMENT BUILDING \ 2. STORMWATER FACILITIES ARE PRIVATE UNLESS DENOTED AS PUBLIC. U I� J 3. GROUNDWATER MONITORING WELLS FOR PUBLIC SEEPAGE BEDS (FACILITY 11 , ' I 22, AND 28) SHALL BE CONSTRUCTED IN THE OPPOSITE SIDEWALK A MINIMUM OF 50 FEET FROM THE SEEPAGE BED. F- I STORM WATER FACILITY 10 O U) ACHD BMP 34 PERMEABLE PAVER O Y No ------------------------ -------------- _ KEYED DRAINAGE NOTES M r PROPOSED IRRIGATION ._ Z Z 00 S -------------- SS SS ' S SS ' i SS SS SS -- STORM WATER FACILITY 5 S, PUMP STATION (SEE z p I I SHEETS C-6.1 & C-6.2) ; OA CONSTRUCT SHALLOW INLET, ATTACHED WALK PER ISPWC ACHD J Q ACHD BMP 34 PERMEABLE PAVERS �; SUPPLEMENTAL SD-715A (SEE DETAIL 4, SHEET CD-4.0) WITH CATCH BASIN GRATE U) Co W 95 FT ; TYPE III PER ISPWC ACHD SUPPLEMENTAL SD-610A (SEE DETAIL 2, SHEET CD-4.0). OZ 0 ' 95 FT O ___-_J , , L-___ L L L LL L L L L L L L _ _ ___ ________� N m c'? L LL LL LLLL LL LL L LL I-L L I I �� ` LL L LLL_LLl_LLLL LL _ _ © CONSTRUCT STANDARD CONCRETE MANHOLE PER ISPWC SD-611 (SEE DETAIL 3, Z U I L LL LL LLLL LL LL L LL IILL L I ; LL L LL LLl_LLLL LL LLI_L LL L �� - SHEET CD-4.0). REFER TO STORMWATER PROFILES SHEET C-3.5 FOR LL LL L LL LL LL L LL LL L LL LL.LL LLI_LLLL LL LLLL LL L u- ELEVATIONS. w W 3 L LL L LL LL LL L LL L ELV_L i �"; LLLLLLL LLI_LLLL LL LL L LL L oo W C-3.5 4 N: 717428.3219 LL LL LL L LL LL LLLL LL L �P _ E: 2449419.6682 s \ © CONSTRUCT CONCRETE CURB OPENING INLET PER ISPWC ACHD SUPPLEMENTAL w I + + + + + + + + + C-3.5 + SD-716 (SEE DETAIL 5, SHEET CD-4.0). PLACE AT RELATIVE LOW POINT WITH - - - - - - - - - N: 717420.5683 C-3.5 + + + + + + + + CONNECTION TO ADJACENT STORMWATER FACILITY. W N: 717430.6912 D -E: 2449426.1170 "P�" = LU I ---E: 2449327.3658 ---- -------------- - A N: 717426.9835 i (n A E: 2449476.3406 � -w DO CONSTRUCT CURB EDGE/RESTRAINT WITH CURB CUTS WHERE SIDWALK IS N N N N N M N 3 STORM WATER FACILITY 6 4 5 N: 717419.5312 N N N M �' W N: 717423.9303 H C-3.5 STORM WATER FACILITY 9 ADJACENT TO BIORETENTION PLANTER PER ISPWC SD-701A (SEE DETAIL 5 r- L, A N M L, N co � co C-3.5 ACHD BMP 31 C-3.5 N o N 9 c0 N Q _ E: 2449465.6870 ---------� � -- � ' z w E: 2449327.2199 BIORETENTION PLANTER w w�' w '�.\ H ACHD BMP 31 BIORETENTION PLANTER � w SHEET CD-8.0). CURB EDGE/RESTRAINT TO RUN THE LENGTH OF THE SIDEWALK. oo rn ❑ ❑ J - w - w W z U z z z z z z } o A --- """ M1 \/V PEBBLES I ONE DRI\r EO SLEEVE WATER SERVICE LINES THROUGH SEEPAGE BEDS WITH C900 WATER U Y U U U U U m U) C) S ss SS S SS ss SS S s GROUNDWATER MONITORING WELL - - - ° CLASS PIPE PER DETAIL 6, SHEET CD-10.0. w w M s PER ACHD SD-627 FOR FACILITY 11 -� m o m o M C _ 67 FT ,, __ _______ �� _ ' , O FO CONSTRUCT INLET CATCH BASIN TYPE IV FOR ROLLED CURB PER ISPWC ACHD w w M w U �' ,� LL LLL LLLLLL ss N: 717363.0132 ssco w Of w Of w �� + ' _ `�'� --E: 2449534.0740---- `SEEPAGE BED _ SUPPLEMENTAL SD-604A (SEE DETAIL 1 , SHEET CD-4.0). ❑ ❑ z LLLL ❑ ❑ H + + - - - - - V100 = 1265 CU FT _ > > a a Q F5 CU + + I N: 717363.0182 © CONSTRUCT CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. w w ❑ o N o > , , __�,"" IRR - IRR �j - 3j J - - _ _E: 2449538.0739_ _ _ of w w w of > Of I ;, + + STORM WATER FACILITY 8 R-- w w 2 LU w w o + D \ jRR_�_ F s HO STORMWATER PLANTER PROFILE. SEE DETAIL 1 , SHEET C-3.6. L ACHD BMP 34 PERMEABLE PAVER 1R IRR R , F o 0 I J J 0 0 0 0❑ 0 C-3.5 U U O � s 25° - 10 STORMWATER PERMEABLE PAVER PROFILE. SEE DETAIL 2, SHEET C-3.6. a Q N ow U C-3.5 1 b � � s � B - - GROUNDWATER MONITORING `� �� WELL PER ACHD SD-627 JO BIORETENTION BASIN PROFILE. SEE DETAIL 3, SHEET C-3.6. Q o � ' / FA N: 11 INLET - SS' � N M "t Lo CD r- cw z STORM WATER FACILITY 7 (rM I FACILITY 11 INLET (E) �' CD ACHD BMP 31 BIORETENTION PLANTER N: 717357.9742 PUBLIC STORM WATER FACILITY 11 N: 717359.1540 ACHD BMP 20 SEEPAGE BED WITH o E: 2449474.9310 E: 2449508.7945 N Q25=0.22 CFS I Q25=0.46 CFS 7 CHAMBERS o ---- � _ Q100=0.30 CFS I - STORM WATER LEGEND N PROPOSED TOWNHOMES W IV - W -W - Q100-0.64 CFS z z z r J I z I w SHEET MATCHLINE r r N PROPOSED TOWNHOMES Z Z z ° > r r STORM WATER FACILITY 12 ;� Y o 397 SF MIN. BASIN TOP AREA z�� DRAINAGE BASIN BOUNDARY o Cnn w a tY w = a N \ r r ACHD BMP 30 BIORETENTION BASIN _ ss s � I ' i - LLLLLLLLLL PERVIOUS INTERLOCKING CONCRETE PAVERS N r r ' s ' ss LLLLLLLLLL �p r r I s i - - - LLLLLLLLLL ACHD BMP 34 r I m + + + + BIO RETENTION PLANTER Z O r ; C SS -� S + + + + g r STORM WATER FACILITY 13 ACHD BMP 31 Q 414 SF MIN. BASIN TOP AREA I I J U w I �q ACHD BMP 30 BIORETENTION BASIN I BIO RETENTION SWALE a Z c GROUNDWATER MONITORING - ACHD BMP 30 Z z PROPOSED TOWNHOMES WELL PER ACHD SD-627 FOR O Z r I , J FACILITY 22 Plans Are Accepted For Public p , ,.., , �. .,,,-IOMES CURB OPENING INLET - I r STORM WATER FACILITY 14 DIISPWC SD-716 Street Construction Q 0 6 � � I I I � 264 SF MIN. BASIN TOP AREA � I i z 0 I r r r ACHD BMP 30 BIORETENTION BASIN � I By stamping and signing the improvement Plana,the Licensed J r ss ; - I SHALLOW INLET ATTACHED TO WALK Variances Design Professional ensures the District that the plans conform w r ACHD S D 715A beto ll Dsprally a d pricies and standards.eviously approved by the District writing zCY 00 Q I i L '� ' Acceptance of the improvement plans by the District does not z GROUNDWATER OBSERVATION WELL �'�the I-'�n Design Professional of these responsibilities. W W �� 05/13/2025 J 0 MATCH LINE SEE SHEET C-3.4 ACHD SD-627 BY ;.�' `� DATE? O Z c' ADA-COUNTY HIGHWAY DISTRICT STORM DRAINAGE PLAN N SEDIMENT MANHOLE SCALE: 1" = 20' SD ISPWC SD-611 %�C�SS�ONAL CE SF��ci O O 1000 GAL SAND & GREASE TRAP, 20�� BAFFLE SPACING �o �. D y�. S° S° ISPWC SD-624 a '° SHEET NO: 0 15461 0 20 40 -3.2 z Feet -�, 1; qT£OF DATE: J �T P. NORR 05-12-2025 i L o-w°e11.n by si a- I PAGE NO: s�„osoo 24 OF 69 CD Z CITY OF MERIDIAN STANDARD NOTES — DRAINAGE 1 . FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE O = MATCH LINE SEE SHEET C-3. 1 RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE U O _ or _ � _ � _ _MOT M�rI _ _ _ _ _ _ _ - PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE LD 1 Lu AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN A I ss PROPOSED TOWNHOMES 1 PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. Ln - - , A , �� ool ENGINEER'S NOTES { I 1 . INLETS OF STORMWATER FACILITIES SHALL BE LOCATED AT ALL RELATIVE LOW POINTS. NOTIFY ENGINEER IMMEDIATELY IF RELATIVE LOW POINT DOES NOT --- I 1 PROPOSED _ HAVE STORMWATER COLLECTION OR INFILTRATION AT THIS LOCATION. TOWNHOMESco SS SS — 2. STORMWATER FACILITIES ARE PRIVATE UNLESS DENOTED AS PUBLIC. ' 3. GROUNDWATER MONITORING WELLS FOR PUBLIC SEEPAGE BEDS (FACILITY 11 , CD I , I I 22, AND 28) SHALL BE CONSTRUCTED IN THE OPPOSITE SIDEWALK A MINIMUM OF (� 50 FEET FROM THE SEEPAGE BED. J PROPOSED TOWNHOMES 4. SLEEVE WATER MAIN IN HDPE PIPE A MINIMUM OF 10 FEET PAST THE PERMEABLE 1 � � �; PAVERS EXTENT. HDPE PIPE JOINTS TO BE FUSED. FOLLOW ALL OTHER O SPECIFICATIONS OF CITY OF MERIDIAN STANDARD DETAIL SW1 AND SW2. fn N 1 \ \ LLLLL KEYED DRAINAGE NOTES o \ LLLL � Z z ao LLLL ss s — OA CONSTRUCT SHALLOW INLET, ATTACHED WALK PER ISPWC ACHD Z 0 SUPPLEMENTAL SD-715A (SEE DETAIL\ 4, SHEET CD-4.0) WITH CATCH BASIN GRATE J Q\ LLLL SS SS — 1 TYPE III PER ISPWC ACHD SUPPLEMENTAL SD-610A (SEE DETAIL 2, SHEET CD-4.0). U) 00 Lj LLLL C° coZ — m LLLL `� I � 1 B CONSTRUCT STANDARD CONCRETE MANHOLE PER ISPWC SD-611 SEE DETAIL 3 N \ \ \ -- I 1 SHEET CD-4.0). REFER TO STORMWATER PROFILES SHEET C-3.5 FOR Z � \ LLLL LLLL I z PROPOSED TOWNHOMES ELEVATIONS. W \ \ r r I -LLLLLLLLLcn © CONSTRUCT CONCRETE CURB OPENING INLET PER ISPWC ACHD SUPPLEMENTAL W r r r r STORM WATER FACILITY 23 = 1 SD-716 (SEE DETAIL 5, SHEET CD-4.0). PLACE AT RELATIVE LOW POINT WITH ACHD BMP 34 PERMEABLE PAVERS LLLL z CONNECTION TO ADJACENT STORMWATER FACILITY. r r r r I , \ rrrrr ^ LLLL I \ r r r r r LLLL CONSTRUCT CURB EDGE/RESTRAINT WITH CURB CUTS WHERE SIDWALK IS rrrrr III LL j Oj \ \ I ADJACENT TO BIORETENTION PLANTER PER ISPWC SD-701A (SEE DETAIL 5, N N N N N N N L cm r r r r r r �� SHEET CD-8.0). CURB EDGE/RESTRAINT TO RUN THE LENGTH OF THE SIDEWALK. °' �' � w cu — Q .� \ \ r r r r r r ; ss ; ss - s 00 � 9 � Cfl � � 0 cu ' \ r r r r r r G — — — — — () EO SLEEVE WATER SERVICE LINES THROUGH SEEPAGE BEDS WITH C900 WATER z U z z z z z z } \ rrrrrrr LLLL 22FT I CLASS PIPE PER DETAIL 6, SHEET CD-10.0. U � Y UU U UUm \ rrrrrrr 1 ,, LL�,, rrrrrrr I W w p w p cn � LLLLL FO CONSTRUCT INLET CATCH BASIN TYPE IV FOR ROLLED CURB PER ISPWC ACHD w cmn U cmn U z t �\ \ \ L LL 04 LEI I 1 = SUPPLEMENTAL SD-604A (SEE DETAIL 1 , SHEET CD-4.0). > w w w w w U �' rrrr LL LL w � � � � � cn STORM WATER FACILITY 23 LLL LL�LL I I 1 W w w Z Q °Q C o zo r r ACHD BMP 34 PERMEABLE PAVERS N W © CONSTRUCT CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. > > a U N U Ucn 1 \ rrrr � rr LLLLL co I Cn � � o � o ' > LLLLL PROPOSED TOWNHOMES I O w of w of w \ r r r r r r r r r L W H STORMWATER PLANTER PROFILE. SEE DETAIL 1 , SHEET C-3.6. z z w > w > w o . \ rrrrrl rrrr I I I ' I Z w w � w 2 w ` \ rrrrrrrrr HDPEPIPESLEEVE, o 0 0 0 LLLL � � o � l� � l� J 10 STORMWATER PERMEABLE PAVER PROFILE. SEE DETAIL 2, SHEET C-3.6. o o } �. . I \ \ rrrrrrrrr SEE ENGINEER'S NOTE 4 Qo � � a o r r r r r r r r r r r r r r r r r U J BIORETENTION BASIN PROFILE. SEE DETAIL 3, SHEET C-3.6. o rrrrrrr STORM WATER FACILITY24 0 0 f• I \ r r r r r r I I �� I ACHD BMP 34 PERMEABLE PAVERS 1 ~ N Cl) 't Lo co r— a® Z � •e •• \ r r rKr r 04 vv 'w------ ----------_------------ 1 STORM WATER LEGEND LL N W SINDON LANE N U z z z o SHEET MATCHLINE o U Y Y o �• I - C-3.5 F p w \ \ - DRAINAGE BASIN BOUNDARY z z z Y o \ ----- "-- 1 O in w a - N: 716996.3376 W W = a 11 ,1 \ LLLLLLLLLLLLLLLLLLLL PERVIOUS INTERLOCKING CONCRETE PAVERS a N \ STORM WATER FACILITY 25 ; E: 2449265.8509 LLLLLLLLLL I; al \ \ ACHD BMP 30 BIORETENTION BASIN I LLLLLLLLLL ACHD BMP 34 BIO RETENTION PLANTER L----L7---- ----- + z o \ \ +++++++++ ACHD BMP 31 U o., IRR 11 RR IRR I 1R - I IRR IRR IRR � 1 � g � BIO RETENTION SWALE W J N: 716957.8180 ; r r a Z F:•/ \ \ r r _-- -E: 2449269.7677� ACHD BMP 30 z O r- CURB OPENING INLET — Z U • \ r �—— 7 —�1�1�_r 1�_r r o `� \ � � C-3.5 rrrrrrrrl D1 ISPWC SD-716 r rrrrrrrr � SHALLOW INLET ATTACHED TO WALK O 0 ACHD SD-715A z \ 1 coC� ° CD ` GROUNDWATER OBSERVATION WELL W o \ ACHD SD-627 J c9 STORM WATER FACILITY 26 ` ACHD BMP 30 BIORETENTION BASIN J 1 SEDIMENT MANHOLE 0 0 \ so ISPWC SD-611 (n U N PRIVATE STORM DRAINAGE PLAN so so 1000 GAL SAND & GREASE TRAP, 20" BAFFLE SPACING ��C�SS�OCENSFp��/y SCALE: 1" = 20' � � ISPWC SD-624 a� F� SHEET NO: 0 15461 C-3.3 0 20 40 J Feet Of�QPR��, DATE: L F• NOR 05-12-2025 °w PAGE NO: o.,,,ozsos�zlsZzsosoo 25 OF 69 CD Z MATCH LINE SEE SHEET C-3.2 J r 7ww r f CITY OF MERIDIAN STANDARD NOTES - DRAINAGE 9 GROUNDWATER MONITORING 0 OWELL PER ACHD SD-627 r PROPOSED TOWNHOMES :C-3.5 r ; IS6 SS - 1 . FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE � oC ' r STORM WATER FACILITY 15 E I I I RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE H ACHD BMP 30 BIORETENTION BASIN 0 PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION w ' 327 SF MIN. BASIN TOP AREA AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PROPOSED TOWNHOMES PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. �I STORM WATER FACILITY 16 iT ACHD BMP 30 BIORETENTION BASIN 14 LF OF 18" NON ENGINEER'S NOTES PERFORATED HDPP PIPE I 287 SF MIN. BASIN TOP AREA FOR SEWER UTILITY 1 . INLETS OF STORMWATER FACILITIES SHALL BE LOCATED AT ALL RELATIVE LOW r r �- - _ ;--� CONFLICT ' SEEPAGE BED l PUBLIC STORM WATER FACILITY 22 HAVE STORMWATER POINTS. NOTIFY ICOL ECT ON NEER IMMEDIATELY INFILTRATION AT THIS LOCATION. PROPOSED INT DOES NOT r I r ' PROPOSED TOWNHOMES V100 = 1289 CU FT ACHD BMP 20 SEEPAGE BED WITH I r' r STORM WATER FACILITY 17 E ti 8 CHAMBERS 2. STORMWATER FACILITIES ARE PRIVATE UNLESS DENOTED AS PUBLIC. U ACHD BMP 30 BIORETENTION BASIN co J 288 SF MIN. BASIN TOP AREA 0 I I 3. GROUNDWATER MONITORING WELLS FOR PUBLIC SEEPAGE BEDS (FACILITY 11 , ' r N: 717151 .7734 �_�_ W W 22, AND 28) SHALL BE CONSTRUCTED IN THE OPPOSITE SIDEWALK A MINIMUM OF ] E: 2449470.6561 � � � - � ' r I STORM WATER FACILITY 18 50 FEET FROM THE SEEPAGE BED. O I ACHD BMP 30 BIORETENTION BASIN i FF PROPOSED TOWNHOMES _ KEYED DRAINAGE NOTES � fn r - r 310 SF MIN. BASIN TOP AREA N: 717143.6487 �__________ ______ F O Y O E: 2449470.6326 F U U cM ' GROUNDWATER MONITORING _ o -1111111 � 9 OA CONSTRUCT SHALLOW INLET, ATTACHED WALK PER ISPWC ACHD Z Z tb WELL PERK D-627 - B z i C-3.5Immom �\ SUPPLEMENTAL SD-715A (SEE DETAIL 4, SHEET CD-4.0) WITH CATCH BASIN GRATE J Z TYPE III PER ISPWC ACHD SUPPLEMENTAL SD-610A (SEE DETAIL 2, SHEET CD-4.0). Z) m L.LI PROPOSED TOWfHOMES O - A z ' LD I FACILITY 22 INLET (W) 1z ASS; FACILITY 22 INLET (E) 13 B CONSTRUCT STANDARD CONCRETE MANHOLE PER ISPWC SD-611 (SEE DETAIL 3, Z O r STORM WATER FACILITY 19 N. 717143.6438 A O O N 00 ACHD BMP 30 BIORETENTION BASIN N: 717143.6330 D I E. ),J l 7.0244 SHEET CD-4.0). REFER TO STORMWATER PROFILES SHEET C-3.5 FOR U LO E: 2449474.0483 ; ELEVATIONS. Z CY) J 140 SF MIN. BASIN TOP AREA 7 Q25=0.51 CFS Q25=0.18 CFS cyi r I ] - '----_W � W - Q100=0.71 CFS U ' r STORM WATER FACILITY 20 Q100=0.25CFS Im I I © CONSTRUCT CONCRETE CURB OPENING INLET PER ISPWC ACHD SUPPLEMENTAL r I r ACHD BMP 30 BIORETENTION BASIN I SD-716 (SEE DETAIL 5, SHEET CD-4.0). PLACE AT RELATIVE LOW POINT WITH w r I I r r3 169 SF MIN. BASIN TOP AREA 12 LF OF 18" NON CONNECTION TO ADJACENT STORMWATER FACILITY. W ' r I r PERFORATED HDPP PIPE PROPOSED TOWNHOMES 0) LLJ rE SEEPAGE BED FOR SEWER UTILITY _ ' --- I DO CONSTRUCT CURB EDGE/RESTRAINT WITH CURB CUTS WHERE SIDWALK IS V100 = 1541 CU FT TI CONFLICT ADJACENT TO BIORETENTION PLANTER PER ISPWC SD-701A (SEE DETAIL 5, � II I N N N M M LJJ I _ _�_==_0N, PUBLIC STORM WATER FACILITY 28 SHEET CD-8.0). CURB EDGE/RESTRAINT TO RUN THE LENGTH OF THE SIDEWALK. � � M N � � N M w = LU - ACHD BMP 20 SEEPAGE BED WITH �_ N o N g - c� N ¢ C4 � ' r J - 7 CHAMBERS E SLEEVE WATER SERVICE LINES THROUGH SEEPAGE BEDS WITH C900 WATER `� 00 �' �' `� `� o LU I I r PROPOSED TOWNHOME I O E z r J, CLASS PIPE PER DETAIL 6, SHEET CD-10.0. z U z z z z z z _ ' �_ STORM WATER FACILITY 21 I� FACILITY 28 INLET (E) U Y U U U U U m U) J r ACHD BMP 30 BIORETENTION BASIN N: 717069.0870 SS -�- S N: 717041 .9688 - F CONSTRUCT INLET CATCH BASIN TYPE IV FOR ROLLED CURB PER ISPWC ACHD w 2 w 2 M 2 ' 297 SF MIN. BASIN TOP AREA E: 2449472.4850 So E: 2449501 .3421 O SUPPLEMENTAL SD-604A (SEE DETAIL 1 , SHEET CD-4.0). w m o m o �� _ C? U r S° `S I Q25=0.57 CFS I > w Of w w Of w '� ~ - I / Q100=0.80 CFS G CONSTRUCT CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. o 0 o 0 z 0) � ' r - - FACILITY 28 INLET (W) O w w z > } o .0 - N: 717055.4466 L \� PROPOSED TOWNHOM w- Of o � o � o J > C° 40 FT �' HO STORMWATER PLANTER PROFILE. SEE DETAIL 1 , SHEET C-3.6. w o ' I E: 2449471 .4134 \ w w ¢ o LLLL LU LL LL LLLL Q25=0.25 CFS. io _ w LLw 2 w 2 o C-3.5LL LL LLLL Q100=0.35 CFS �� 10 STORMWATER PERMEABLE PAVER PROFILE. SEE DETAIL 2, SHEET C-3.6. J � w � w � wLL LL LLLL / GROUNDWATER MONITORING o o _ C, Q 0 I ss L0 o - U U w WELL PER ACHD SD 627 FOR �/ FACILITY 28 JO BIORETENTION BASIN PROFILE. SEE DETAIL 3, SHEET C-3.6. � M U ¢ ¢ ,,--'-' SS Ste, o W _W_ t W N ` s ,,'' 2 6 STORM WATER FACILITY 27 o - I ACHD BMP 34 PERMEABLE PAVERS -;; ,,-' - C-3.5 \"` r,,,� ,, - STORM WATER LEGEND o ` ` N: 717010.2359 N E: 2449485.9281;. SHEET MATCHLINE N z z z o _ '� / ��- � � DRAINAGE BASIN BOUNDARY o ° = I \ �.-' so 24 LF OF 6"W X 4"D o w ° > J / \ /' O � TRENCH DRAIN WITH 8" �� \ �_ o W a '�,-- Cn w - w LLLLLLLLLL Cn 2 d o ' \� - UNDER DRAIN -W - W W - \ \ LLLLLLLLLL PERVIOUS INTERLOCKING CONCRETE PAVERS a o Q a LLLLLLLLLL o --- ------------ --- ` , , ' ' ` I I �LLLLLLLLLLN _\ I - W - N: 716997.5370 ACHD BMP 34 �l� E: 2449465.5630 I 0 _____ ____ A BIO RETENTION PLANTER N IRR IRR IRR IR ' IRR - R + + + + --- --; ACHD BMP 31 r r r r r r � BIO RETENTION SWALE U` � � W r r 6 r r PROPOSED TOWNHOME PROPOSED TOWNHOME ACHD BMP 30 z a Z I PROPOSED TOWNHOME r r r C-3.5 r .N: 716952.9584 E IE: 2449347.9768 _ CURB OPENING INLET Plans Are Accepted For Public z O Z Ir - ISPWC SD-716 O Street Construction M � Q 0 IRR IRR - IRR IRR TIR IRR IRR IRR _ _ IR IRR IRR IRR IRR SHALLOW INLET ATTACHED TO WALK By stamping and Signing u►eimprovementp�ns,thel.ic�ensed z 0 3 ACHD S D-715A Design Professional ensures the District that the plans conformQ ow MEN to all District policies and standards. variances or waivers must 00 0 JJ STORM WATER FACILITY 26 + + be spedfloaliy and previously approved by the District in writing. z m I GROUNDWATER OBSERVATION WELL Aooeptance of the improvement plans by the District does not z � M ' ACHD BMP 30 BIORETENTION BASIN Q relve ie the Liven Design Professional of these responsibilities. r^ = ACHD S D-627 05/13/2025 J v, 0 W 0 gy DA 0 ADAtOUNTY HIGHWAY DISTRICT O SEDIMENT N so ISPWC SD-611NHOLE STORM DRAINAGE PLAN o U SCALE. 1 - 20 1000 GAL SAND & GREASE TRAP, 20" BAFFLE SPACING \0NAL N so so ISPWC S D-624 S o�c�•S,\CENSFp /y�, 0 SHEET NO: 0 15461 0 20 40 C-3.4 Z Feet �� `� qT£OF\OP��. DATE: 'D �T F• NORR 05-12-2025 i L OigUlly signetl by Kutl Nowell oN�we e;lC-gd.-,11119 PAGE NO: oa,e z zs s°;z^s�asosoo 26 OF 69 CD 2575 2575 z r� J PRIVATE STORMWATER FACILITIES z FINISHED GRADE w w w O O z � z C U 2570 - - 2570 2575 ~ 2575 2575 J L- 2575 2575 0 2575 2575 1- 2575 z M rn N GRADE N FI (SHED RADE LJJ FINISHED GRADE � � m 00 N7zi EXISTING GRADE w EXIS ING GRADE EXISTI G GRADE LLU ELEV: 2566.95 > EXISTING RADE � w +15.06 C) CD FACILITY BO = w FI ISHED GRADE STA 0+0 .34 - - - ELEV 2569.88 m cn - STA 0+12.74 +o N - - - _ ELEV 9.03 ELEV 2569.62 2565 w Cl? 2565 2570 2570 2570 2570 2570 2570 2570 2570 v) J 04 E EV: 25 8.99 2569.45 : 2569.69 ++ STA�0+27.57 F CILITY BO FACI ITY BO FACILITY BO 6.55° SLOP ~ LEV 2566.92 LF OF " C900 PVC PIPE 12 LF F 8" C 00 PVC PIPE 15 LF OF 8" C900 PVC PIPE ELEV: 2566.75 �:0 0°/ STA +04.63 FACILITY BO ELEV 2567.E 5 LF OF 8" C900 PVC PIPE 2560 - 2560 2565 1 3.09% SLOPE 2565 2565 EV 25 9.04 2565 2565 LEV 2 69.67 2565 2565 LEV 2 69.57 2565 -0+20 0+00 0+50 -0+10 0+00 0+40 -0+10 0+00 0+30 -0+10 0+00 0+30 -0+10 0+00 0+30 U J J 1 FACILITY 1 INLET PROFILE 2 FACILITY 2 INLET PROFILE 3 FACILITY 6, INLET 1 PROFILE 4 FACILITY 6, INLET 2 PROFILE 5 FACILITY 9 PROFILE C-3.5 C-3.5 C-3.5 C-3.5 C-3.5 HORIZ SCALE: 1" =20' HORIZ SCALE: 1" =20' HORIZ SCALE: 1" =20' HORIZ SCALE: 1" =20' HORIZ SCALE: 1" =20' � VERT SCALE: 1" =4' VERT SCALE: 1" =4' VERT SCALE: 1" =4' VERT SCALE: 1" =4' VERT SCALE: 1" =4' O PRIVATE FACILITY NOTES ( Y o 2575 2575 2575 2575 (� 0 M F_I.N.I N.E RA INLET CATCH ASIN S -604A 24 LF OF 0.7% PRE-SLOPED BA �D 4A 1 . ALL DRAIN PIPE SHALL 8" C900 PIPE UNLESS OTHERWISE NOTED. Z Z 00 RIM EL: 569.61 _ - - 6"W X 4"D TRENCH DRAIN WITH z SUIAP RI EL: 2 69.61 m W • � CLASS D RATED CAST IRON S MP EL: 2566.3 PUBLIC FACILITY NOTES � . \ GRATE INSTALLED OPPOSING W 0.7° SLOPE OF FINISHED GRADE F NISHE6 GRAD 1 . ALL DRAIN PIPE SHALL 12" HDPP PIPE OR APPROVED EQUAL UNLESS OTHERWISE Z O EXISTING G ADE N LOP \ EXISTING GRADE O CV m 2570 2570 2570 2570 NOTED. U - - - - 2. STORMWATER CHAMBERS SHALL BE ADS STORMTECH SC-740 CHAMBERS AND Z - - - - - - - - - - - - HEDULE 80 PVC PIPE CONNECTED TO BOTTOM OUTLET OF EACH TRENCH SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S GUIDELINES STA 1+55.35 SECTION AND 8" UNDERDRAIN PIPE (6 STA 0+41.09 ELEV 2566.65 CONNECTIONS) ELEV 2566.72 AND ACHD DETAIL BMP 20 SEEPAGE BED. U) ELEV: 2566.50 ELEV: 2566.50 3. ACHD STAFF MUST VERIFY INFILTRATION RATE AFTER FACILITIES ARE FULLY W FACILITY BOTTOM Lr, °' 42 LF OF 8" C900 PVC P PE ° 0.40/ SLOP FACILITY BOTTO EXCAVATED. � 2565 109 L OF 8" DPE Pipe -1.1 % SLO E + N +o - .15% PE 2565 2565 M CR 2565 4. SEEPAGE BEDS SHALL USE US670 WOVEN GEOTEXTILE FABRIC OR APPROVED w ELE : 2563 34 0+00+ N 0+42 EQUAL MEETING THE SPECIFICATIONS OF BMP 20 BETWEEN THE DRAIN ROCK AND w KELLOGG RAI Q w CHIPS PER BMP 20. N N N M N N M N ~ J � In M N � Ln N M I CB U) w 5. MINIMUM COVER FOR SEEPAGE BEDS (BMP 20) IN THE PUBLIC RIGHT-OF-WAY SHALL N o N Co r 0 N Q L BE A MINIMUM OF 1 .0 FT FROM THE TOP OF SEEPAGE BED TO SUB GRADE. FOR L6 C>o & 4 L6 c-6 rI � 0 E 2560 2560 SEEPAGE BEDS OUTSIDE OF THE RIGHT-OF-WAY, A MINIMUM OF 1 .5 FT OF COVER IS v Y v m L n 1+571+50 1+00 0+50 0+00 REQUIRED. Nt 5.1 . FACILITY 11 IS OUTSIDE OF THE PUBLIC RIGHT-OF-WAY WITHIN A STORMWATER w p w p "' 6 FACILITY 26, EAST INLET PROFILE 7 FACILITY 26, NORTH INLET PROFILE w c c M EASEMENT AND IS IN A GRASSED LANDSCAPE AREA. THE MINIMUM COVER w w M w ti C-3.5 C-3.5 REQUIREMENT IS 1 .5 FT TO FINISHED GRADE. w W HORIZ SCALE: 1" =20' HORIZ SCALE: 1" =20' U U z 0) VERT SCALE: 1" =4' VERT SCALE: 1" =4' 5.2. FACILITY 22 IS WITHIN THE PUBLIC RIGHT-OF-WAY AND UNDER SIDEWALK. THE w w z Q } °Q } o CU MINIMUM COVER REQUIREMENT IS 1 .0 FT TO THE SIDEWALK SUBGRADE. o o w PUBLIC STORMWATER FACILITIES 5.3. FACILITY 28 IS WITHIN THE PUBLIC RIGHT-OF-WAY AND EXTENDS UNDER THE Z Z w > w > w > CURB AND GUTTER. THE MINIMUM COVER REQUIREMENT IS 1 .0 FT TO THE CURB J J � IM U_ Ix U_ of N AND GUTTER SUBGRADE. o o ° o 0 0 o Q 0 0 >- 2 } 2 } 0 C(o M U Q ~ Q ~ 0 U_ o GROUNDWATER p U INLET CATCH BASIN SD-604A STANDARD CONCRETE MANHOLE OBSERVATION WELL PER INLET CATCH BASIN SD-604A INLET CATCH BASIN ACHD SD-604A N Cr) qt LO Co ao z SD-611 (ISPWC ACHD SUPPLEMENT) RIM EL:2570.79 2 RIM EL: 2571.20 ACHD SD-627 AND BMP 20 RIM EL: 2571.27 INLET CATCH BASIN SD-604A INLET CATCH BASIN ACHD SD-604A 2575 L 2567.74 RIM EL: 2572.17 - 2575 2575 Su p- 2575 2575 2575 o FINISHED SUMP EL: 565.19 FINISHED GR DE RIM L:2570.79 FINISHED GRADE N AD EXISTING LA DSCA ED AREA ST NDAR CONCRETE MANHOLE GROUNDWATER OBSERVATION N E SUBGRAD OF SI EWALK o INLET CATCH BASIN SD-6 4A GF WA BSERVATION " a� RIM EL: 2571.19 RAD MIN 1. 'TO S EPAG BED - AT 0% SLOPE MP 20 ER ACHD SD-627 AND o U z z •- _ WELL PER ACHD"- - RIM AND HDPP PIPE d SUMP EL: 2567.97 - - - - _ - - - - - - - - - RM ECH SC740 $ P 20 0.4/o LOPE _ o E-B' -=- -- DE OF EXISTING GRADE RS (7) ---- S RMTEC SC74 CHAM ERS (3) ° °o STOR TECH JAG- 1 4 n-F __C RB $ SITTER o w °w > 2570 2570 2570 - - - - _ - 2570 2570 - ------- -- - - 2570 z Z Z Y 0 J I I I I I I ELEV: 2570.10 uelelin- LEV: 2569.3 1 .2 - - o �' w a No I I I I I I OCK TO D OC- - - - - ELEV: 2568.8 a o v o I I I I I ELEV: 2567.0 I I I I I I DR IN ROCK TO 04 N I I I I I I CHAMBER INV. I I I I I ELEV: 2566.2 71, 1N2566.60 J ; 'r=ti :^: 4== r 'ti: :" - `: RAIN R CK BOT. I v •r� i • �, :;..•,• Si. .4 "�.. .•t,v'?=✓:tit e' ::i:R � \;,;j..•,a;i c� w .n�Mx` `�2:.:r::: -•,;.;"s' `�..; n-•:��.�- ELEV: 2 .8 ws'+C. .'•�•:ni. .w j' .s4Mis' P N .r.,.:.i+:d'•o•.1.,r•; ,V.�;::," .• .t.,y .:'+: O o �, =�:•'••; :`;ri, ;,; �.,'.':' DRAIN ROCK B T. m N > ktr.. P.. Y N > .Y' �.Y: K•: tVat'4`': ,rt.:a. ,:.. •;: �. •` °�: ,�ti ..:. ':<.;� -�-:'- ;; :��••::. HAMBER INV. 2565 _ 2565 2565 �'` ` - L _ z o ti .;i: r k a>m�'� �:xn ,:,,, ,: ':' a::' i'� ..;. =L ,•, 2565 2565 d - Z N r is �• +;•e. , ,� �;. r;;:,.,.w :, ,r. _�„-_:ri:.M, -.,v .,..•:.: 2565 ELEV: 2565.1 M `� -�"'F' .;.•,5: '"':•r�:"""'- :_;r;.; :?:••:: ELEV: 2564.33� +o N + S ELEV: 2564.30 o _ r it-: :: b .,.. t.. " + 0 -SAND BOT. Q ,' r°< .'w '::- �: r;Y. a;. ��:�:� •t.� s. U ° SAND BO > _ w Q :h:s• :. " .,-' ., ,: :�4. :. 32 F OF 1 0. _. . :';•�;= .r' �•:� =-;_:,, DRAIN ROCK BOT. Q 14 L OF 18 NON PERFORATED M. ^' ~'` ~'`' _r<;`"�'�'` `'= ^'"G w H PP PRE - r ~ h'Y'"n-� •i• V10 =2.9 PS V: 2563.60 (n w DPP PI EAT .00% S OPE .S.E. =r ''` "''3 - EV: 2562.8 7 UJI a 0.4/o TM RE 4 LF OF 12 HDP .. o WELL BOT. a -2 CHI S SAND BOT. a) 4 LF 18" H PP PI E, 0% LOPE 31 LF OF 12 ° 1.5' F AST C33 Z E V100 = 2.1 FPS SANDFILTE o A 0% SLOPE -2 CHIPS WEL BOT. V100 = .1 FP ER UJI W.S.E. 2561.30 O 0 V1 0 = 2.0 PS M NHOL OUTL T INV L: 2566149 1.5'O ASTM 33 SA D FILT R CATCH BASIN O TLET NV EL: 567.8 O Q 0 2560 S EPAG BED INV EL: 2 67.02 2560 2560 2560 2560 12 LF OF 18" NON-PERFORATED 2560 J HDPP PIPE AT 0.00% SL PE > 6 -0+10 0+00 0+50 1+00 1+30 0+00 0+50 1+00 1+50 0+00 0+50 1+00 1+20 Z L UU 5 LF OF 12" HDPP PIPE AT 0.4% SLOPE 1000 GAL SAND & GREASE (S&G) TRAP PER STORMTECH SC740 EL WELL BOT. O O V100 = 2.9 FPS ISPWC SD-624 WITH 20" BAFFLE SPACING CHAMBERS (7) m J CATCHBASIN OUTLET INV EL: 2567.50 RIM EL: 2571.13 ZZ) MANHOLE INLET INV EL: 2566.25 INV. EL IN: 2567.83 Z O oINFILTRATION RATE SHALL BE A MINIMUM OF INFILTRATION RATE SHALL BE A MINIMUM OF OUTLET BAFFLE EL: 2567.54 INFILTRATION RATE SHALL BE A MINIMUM OF w L 0.6 IN/HR. SEE PUBLIC FACILITY NOTE 3. 0.6 IN/HR. SEE PUBLIC FACILITY NOTE 3. INV. EL OUT: 2565.72 0.65 IN/HR. SEE PUBLIC FACILITY NOTE 3. J 0 C� FACILITY 11 INLET PROFILE 9 FACILITY 22 INLET PROFILE 10 FACILITY 28 INLET PROFILE 0 C-3.5 C-3 HORIZ SCALE: 1" =20' .5 C-3 HORIZ SCALE: 1" =20' .5 HORIZ SCALE: 1" =20' E VERT SCALE: 1" =4' VERT SCALE: 1" =4' VERT SCALE: 1" =4' %ONA( ASS �HC 4�0� �,�cENSF Plans Are Accepted For Public 0 � o 0 SEEPAGE BED (BMP 20) DRAIN ROCK DIMENSION TABLE Street Construction SHEET NO. By stamping and signing the improvement plans,the IJc�nsed 15461 z FACILITY DEPTH (FT) WIDTH (FT) LENGTH (FT) C-3.5 >, to al Design tt porkies end standards.ensures the Variances or waivers must that ow plans oonform �-4 j£OF�pP�� 11 3.5 10.0 51 .0 be specifically and previously approved by the District in writing. G'QT F" NpRR L of the improvement plans by the District does not �' DATE N 22 3.5 6.5 75.0 mp p 05-12-2025 relieve the t.icen Design Professional of these n3sponsibi�ties. / .gld PAGE NO: 0 28 4.5 9.0 62.0 ,� 05/13/2025 ��,r�-�/// a:w•2025505121 v gY DATE: 27 F 69 � �:. ozsos,z,s�,�,asno ADALtOUNTY HIGHWAY DISTRICT . - EP � Lo EP EP GENERAL UTILITY NOTES z U 1. REFER TO CITY OF MERIDIAN STANDARD NOTES - GENERAL CONSTRUCTION NOTES ON SHEET G-2.0. cn a p 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE O O W. USTICK RD. W CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO z COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL p[ FP FID I DAMAGES WHICH MIGHT BE OCCASIONED BY THEIR FAILURE TO EXACTLY LOCATE AND Lu ° EFID EP p p F Lu PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL DIGLINE AT 1-800-342-1585 A MINIMUM (J) Qys. rR 7. IRR IRR IRR IRR IRR IRR °1 ° - `° _ _° fi EP •° OF FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF IRR IRR - - - � .. o. \ \ , L UNDERGROUND UTILITIES. UNDERGROUND UTILITY LOCATION AND VERIFICATION SHALL BE AN e, e / _ _ _ I L - \\ \ ONGOING PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT, THE CONTRACTOR O I� •: / l _ SHALL NOTIFY THE ENGINEER IMMEDIATELY OF POTENTIAL CONFLICTS. THE DEPTH OF UTILITIES SHOWN ON THE PLANS ARE NOT KNOWN BUT ARE FOR GENERAL INFORMATIONAL PURPOSES - -4 .2 SHEET C PROPOSED COMMERCIAL , � I PROPOSE I ONLY. BUILDING -gp�,Q.TM - I w PO ED 3. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL SEWER CONSTRUCTION SHALL BE BY ? BUILDING I' r APART NT THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS I BUILDIN SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK e. I I I IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION ` I - - - - - - - - - - s ss - ss - ss - s 3 ss - SS I I PLANS. J II ss - ss - s IJ 4. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO sIlI _ w w \ J L LL LL LL L LL - I- - I I A BACKFILLING TRENCHES FOR PIPE; B PLACING OF AGGREGATE BASE. I Y L LL LL LLL LLL LL LL LL L LL LL L LL L LL iLLLL LL L LL LL L LL L I ( ) ( ) LL L LL LL LL LL LL L I I L LL L LL L L LL LL L LL L5. INSTALLATION OF GROUNDWATER DEWATERING SYSTEMS MAY BE REQUIRED TO FACILITATE\ \ \ G L LL LL L LL LL LL LL LL L LL L LL L LL LL LL L LL L O � I LL L LL L LL LL LL L LL L I THE CONSTRUCTION OF PROPOSED FACILITIES. GROUNDWATER LEVELS SHALL BE MAINTAINED � ' I � Yo I I + + + + + + + BELOW THE BOTTOM OF THE TRENCH AND STRUCTURE EXCAVATION DURING INSTALLATION. _ -�_ V M \ - - - - - - - �, /i I CONTRACTOR IS REQUIRED TO SECURE DEWATERING DISPOSAL SITES AND APPLICABLE Z O co �i 1� �' w s AGENCY PERMITS. DEWATERING PROCESS SHALL CONFORM TO SECTION 205 OF THE ISPWC. Z p � ►t1 � i - - ' - w w w w ' w w �� W W W J Z - II s ss ss 1 ss s w � - - - �� I 6. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF p Q ° T �-�� I I m w I , r rrr�;r PROPOSED t - ZLLZL L LCC s ss ss s 88 ss Ss -�sss Os THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN Z (_n �� COMMERCIAL BUILDING +++ - LLL -_ SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE REQUIREMENTS O O ,� -______ r�-� r _______________________ _____ °, ++++ - -� R _ OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OF THESE V Lo --- -- - _ STANDARDS SHALL BE THE CONTROLLING STANDARDS AND SPECIFICATIONS. Z W d I I LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL II w I ; -LLLLLLL.LI I I I I �I I I I I ��A�LLL , I S I 7. ALL TRENCHING AND PIPE INSTALLATION SHALL BE PER DETAIL 3 SHEET CD-2.0. p LLLLLLLLLLLLLLLLLLLLL L�LLLCCC - - M M I ! LLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLL � �� ' Z I ' - - - - �;;s i ' 8. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN PROPOSED W J I -IRR -IRR IRR F .LI __-` - =___ -_ _ _ OPOSED - - -g ^ I - - -PROPOSED I� NON-POTABLE WATER LINES AND ALL POTABLE WATER LINES. II Z ;I , I i r _ _ _ r I T WNHOMES i I TOWNHOME I 9. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN POTABLE WATERLINE I I I IX L I f I ' I I 4 _ I _-�� AND BOTTOM OF INFILTRATION SWALE AND BIOINFILTRATION BASINS. ' ry--- - - --------- _ _ _ _ _ � S r- -- - 10. MAINTAIN MINIMUM OF 6 FEET HORIZONTAL SEPARATION BETWEEN HYDRANT LATERAL AND N N N N N N N N w ' I ' PROPO D NI PROPS€D- - I i ' i SERVICE LINES. N g N 9 r r 9 N ¢ I ' I I� I ' , I I I ti I TOWNH MES I I ,I TOWNHOMES POSED- - 11. COORDINATE EXACT UTILITY SERVICE LOCATIONS WITH ARCHITECT MEP AND CIVIL ENGINEER. PROPOSED - z 0 z z z z z z >_ T WNH ME ' U � YL) 0100 := II , r O S , d ;I I ; I , A I I I =_------ _ --- II ' I ' I I TOWNHOMES I SEWER NOTES 2 2 A s -------- ______-- I - 'I o o `/) I r�I - ---- - - _ - - - I w 0 w 0 17 I r --------- -_ _ _ _ -- �_ 1. REFER TO CITY OF MERIDIAN STANDARD CONSTRUCTION NOTES - SEWER CONSTRUCTION w co 0 cn 0 ' ! � I�611 - - - LII I Ir _� I i . I S r NOTES, SHEET G-2.0. w Of w o w _ _ ROMSED I , I � � ofmvmv z �' Fw ��;, _ -�-!� A ' I I TOWNHOMES I _ _' . `& . - ; 'I 2. SEWER SERVICE SHALL BE INSTALLED PER SD-511A OF THE ISPWC. SERVICE PIPE SHALL HAVE A w w z Q } Q } 0 � 1 �I I _ PROPOSED "'�" I I� MINIMUM OF 2% SLOPE TO PROPERTY LINE. w w o 0 `� 0 Of � o o J > r I PROPOSED I wo I ' r I T WNHOMES - - ROF'&SED W w w 0 ¢ > TOWNHOME� I __-_- _ --- - ' I TOV1 NHOMES 3. SEWER SERVICE CLEANOUTS SHALL BE INSTALLED PER SECTION 503 OF THE CITY OF MERIDIAN z z g > w w > • _ r r - - ww w2w20 _________ ' ' II SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC AND STANDARD DETAIL S1. o of o of o Of a I. - i d ' - I �I ' I - - - - - - 4. SEWER PIPE SHALL BE BELL AND SPIGOT PVC, SDR-21 OR SDR-35 AS NOTED ON THE PLANS PER g v > v W \ _ ' _ PROPOSED - - I r- --1 w m c� ¢ - ¢ _ _ _ _ _ �� I I _ I , SECTION 501 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. TOWNHOMES v \ \ \v / l \ LLLLL i P OPOSED - i I� 5. RESIDENTIAL SEWER SERVICE LINES SHALL BE 4" DIAMETER. COMMERCIAL SEWER SERVICE N M � � � � °o z . . \ , \ ` \ LLLL I TOWNHOMES , � �r�r. _ _ „ PROPOSED \ \ I LLLL -_-_------- _ --- �_ I I ILINES SHALL BE 6 DIAMETER. TOWNHOMES 0 � °• I \ � \\\. \ \ \ J __LL_LL L�iLL �I I --------- ----- � I ----- `_ I I 6. COORDINATE ALL SEWER CONSTRUCTION WITH THE CITY OF MERIDIAN. N r III r o O IL I \� \`\ ` \\ _LLLL LLLL I I I I L_ --- N I _ PROPOSED _ I I �r-- -- c 0 z z z \\ �, ` I LLLL WATER NOTES o Y Y 0- o \\� �r ��'� \\ LLLL ; TOWNHOMES P OPOSED - - -� \ �� \ �L I I I 11 1. REFER TO CITY OF MERIDIAN STANDARD CONSTRUCTION NOTES - WATER CONSTRUCTION o o \ \ \rr�r�r 1 \ I LLLL I T WNHOMES ; ' I I� o w > o w I LE r I I - - PROPOSED I '� SHEET G-2.0. Z wo u r�r�r �� 0 co C14Jo \��r�� \\ \I s ---- ------- - � i TOWNHOMES w w a _ , II 2. COORDINATE WATER SERVICE INSTALLATION WITH THE CITY OF MERIDIAN. o o 0 a --- �� , N \ �; rrr�rr I \\ LLL LLL LLLLL II I I PROPOS S __�� 3. WATER SERVICE SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DETAILS W1, W2, W3, \ r�r�r�r L L - - - ,rr�r�rl- L LLL I, II - �Nn�M� � S _ __1 W4, W6, W7, AND W9. SEE SHEET CD-10.0 & CD-11.0. Z 0 \ _ LLL LLLLL \\\ r rr \\ I LLLLL I I , s� PROPOSED 4. WATER SERVICE PIPE SHALL POLYETHYLENE SIDR-7 ANSI/AWAA 901 PER SECTION 404 THE CITY I \ L I PROPOSED I �'� ► I Q I I --- _ TOWNHOME OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. J TO WNHOM S , - T - - '�� rrr _ LL LL LL L � • R u. L / 14 L---------------- U L LL LL LL L - f- - - - - - - ---_ -- 5. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DETAIL W8, SHEET W CD-1 AND SECTION 403 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE � _ I z oc ISPWC. Z w w w w w s I - O W uj o \I � ,\ 6. PIPE JOINT DEFLECTION SHOULD NOT EXCEED 1 THE PIPE MANUFACTURERS ALLOWABLE N \ ASS I DEFLECTION. CONTRACTOR IS REQUIRED TO VERIFY ALLOWABLE DEFLECTION ANGLE. z W J k:r W- W W -W - c1r 7. MIDSECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER. IN ALL OTHER AREAS COVER 0 - \ \` � - - Wi - -" - - - - - - _ - I SHALL BE 4 FEET. m W d e \ I \\ -IRR- I \ -R?R R I -------- I- I _ T 11 1 _ r �r�r�r�r� =t�1 / I 8. ALL HORIZONTAL PIPE FITTINGS AND VALVES SHALL HAVE THRUST BLOCKS PER DETAIL 2, SHEET z ss I \ \.\ w r r�r�r�r r _ PROPOSED PROPOSED PROPOSED W 0 r�� r I 1 0 �l;/ I \ \ I UJ � , I , � TOWNHOME I TOWNHOME I TOWNHOME I J Lu \ `\ �� U I II --_- ___-- - _ J 9. WATER PIPE DIAMETER 4" AND LARGER SHALL BE ANSI/AWWA C-900 DR18 PER SECTION 401 OF ° LL IRR IRR IRR IRR IRR THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. N o \ a \ Iw I = SS\ONAL FH �? w ENS o�`' �.�� Fo cy 0 I � ss �� a 15461 � SHEET NO: z - - - - - - � �� -4. 1 OF WATER & SEWER PLAN OVERVIEW 0 40 80 GAT F. NORR� DATE: Feet 05-12-2025 SCALE: 1" = 40' DNG_Us, {// 9 r1.,. 11Cb go ,i PAGE NO: 0=kWe 111G111tgc9-1p, D9e zo25.D5.1@15.5532-osoo 29 OF 69 KEYNOTES GENERAL UTILITY NOTES z O POTABLE WATER CROSSING NON-POTABLE WATER. MAINTAIN HORIZONTAL AND VERTICAL 1. REFER TO CITY OF MERIDIAN STANDARD NOTES - GENERAL CONSTRUCTION NOTES ON SHEET G-2.0. c= SEPARATION OF THE POTABLE WATER AND Z NON-POTABLE PIPELINES (SEWER, 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY OU O FER SERVICE STORMDRAIN, IRRIGATION, ETC.), SEE WATER ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL +26.82 g LF OF 6" NOTES 2 & 3, SHEET G-2.0 FOR MORE EXISTING UTILITIES PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES w HYDRANT LATERAL INFORMATION TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEC~2 75 LF OF 8" REMOVE EXISTING BLOW OFF AND OCCASIONED BY THEIR FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND w WATER MAIN VALVE. TIE IN TO EXISTING WATER ALL UNDERGROUND UTILITIES. CALL DIGLINE AT 1-800-342-1585 A MINIMUM OF 11 LF OF 8" g LINE WITH RESTRAINED COUPLING FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF WATER MAIN - 14 84 LF OF 8" SDR-21 PVC N:717404.58 UNDERGROUND UTILITIES. UNDERGROUND UTILITY LOCATION AND VERIFICATION 0 V `16 _ _ _ SEWER PIPE @ 0.60% E:2449640.10 SHALL BE AN ONGOING PROCESS. WHERE CONFLICTING UTILITIES MAY BE �79 1 p �+00 3 I i I �FA s 65 LF OF 8" 11 PRESENT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF 4 LF OF 6 HYDRANT REMOVE EXISTING I _15 LL POTENTIAL CONFLICTS. THE DEPTH OF UTILITIES SHOWN ON THE PLANS ARE - WATER MAIN - LL LLLL LL LL LL LATERAL 3 LF OF 8" WATER MAIN �� -1 �� I SEWER CLEANOUT AND - - - - - LLLL�LLLL LL L r NOT KNOWN BUT ARE FOR GENERAL INFORMATIONAL PURPOSES ONLY. S S I I L _L LL LL�LLy. T �� j4E L r k 60 LF OF 8" TIE IN TO EXISTING SSMH 141.3° 1 LF OF 8" _L LL 12 LL 31 LF OF 8" �� SSMH 6 ' 901° +0 134.i° \ + WATER MAIN �� 26 LF OF 8" 15 LLL L WATER MAIN LF OF 8 WATER MAIN EXISTING 8" WATER MAIN 3. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL SEWER (ISPWC SD-5� 10 - - s� 3 + + + WATER MAIN + + ATER MAIN I CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR SSMH 5 - - - - - , + + + + + + + I � 9 STA 6+26.82L __ _ 13 DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE RIM 2569.60' I p g 14 STA 5+42.94 _ - 5 1 - 13 - - - - 1 _ - - i 14 CONNECT TO CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN J N:717443.91 RIM 2569.83' ss '� J 2+p 1 10 EXISTING SSMH J E:2449178.92 _ - N:717443.24 5 3+00 -- a 5 1+0 + ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED E:2449262.80 347 - 5 _ _90. - - - - m w w STA 0+00.00 CONSTRUCTION PLANS. 1 _ EXISTING SEWER RIM 2574.86' SEWER SERVICE s °S 92°ss -t ss +- 140 LF OF 8" S 1 1.3°-Ss' 13 51s�.s° a CLEANOUT 4. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE O 5 LF OF 8 APPROVED PRIOR TO A BACKFILLING TRENCHES FOR PIPE B PLACING OF � STA: 6+26.82 - LzL 4 0 WATER MAIN _ S - WATER MAIN �s ss I ss I - s ss ss - ss� - ss s$ ( ) ( ) O Y o PROPOSED COMMERCIAL 64 LF OF 8" SDR-21 PVC SSMH 4 I SSMH 3 _ SSMH 2 % +0 �� 33 LF OF 8" 0 0 AGGREGATE BASE. U [,-- BUILDING SEWER PIPE 0.40% STA 4+79.15 ' STA 4+57.73 SSMH 1 $ ° 5 �� WATER MAIN 5. INSTALLATION OF GROUNDWATER DEWATERING SYSTEMS MAY BE REQUIRED TO Z Z 00 @ - STA 3+44.66 ___- rR ____ RIM 2569.98' I I RIM 2570.16' - RIM 2570.93' STA 3+04.53 n --- - 8" EXISTING SEWER FACILITATE THE CONSTRUCTION OF PROPOSED FACILITIES. GROUNDWATER Z 0 --------------------------------- -----�p / ---; 298 LF OF 8" SDR-35 PVC N:717397.15 N.717396.81 - ALIGNMENT J - - - - -� - - - i N:717395.25 RIM 2571 .32' - SEWER PIPE @ 0.40% LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH AND m Lj - - - E:2449306.90, / E:2449328.32 E:2449441 .38 N:717386.53 8LFOF8 - EXISTING SEWER STRUCTURE EXCAVATION DURING INSTALLATION. CONTRACTOR IS REQUIRED Z _ � E:2449480.56 WATER MAIN MANHOLE TO SECURE DEWATERING DISPOSAL SITES AND APPLICABLE AGENCY PERMITS. O CN O 21 LF OF 8 SDR-35 PVC DEWATERING PROCESS SHALL CONFORM TO SECTION 205 OF THE ISPWC. U Lo co SEWER PIPE @ 0.40% Z 46 LF OF 8" SDR-35 PVC W PEBBLESTONE LN & W PEBBLE STONE DR UTILITIES 6. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE 0 113 LF OF 8" SDR-35 PVC SEWER PIPE @ 0.40% 0 3o so Feet CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS ui SEWER PIPE @ 0.40% WATER LINE STATION 0+00 - 4+69 CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL U) SEWER LINE STATION 0+00 - 6+30 SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE REQUIREMENTS OF W THE ADA COUNTY HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS AND 2580 2580 SPECIFICATION0)3S. 7. ALL TRENCHING AND PIPE INSTALLATION SHALL BE PER DETAIL 3, SHEET CD-2.0. N N N M N N m w EXISTING SSMH N o N 9 Lo co ~ RIM STA 0+0 .00 8. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN cn a0 cm -4 Lh co ti , o 2575 - M E 2575 PROPOSED NON-POTABLE WATER LINES AND ALL POTABLE WATER LINES. 6113 o FI ISH D G AD - - Z U z Z Z Z Z Z >- SS - SMH5 TA - U � YUUUUCDm RIM + R -S--�A-4+ 9. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN POTABLE RIM TA +42. 4 SS H 4 .L - g g RIM _ RI EL 69. 3 _ RL ST 4+7 .15 _ RCD _ -EL-25 - - - - - - - - - - �/ WATERLINE AND BOTTOM OF INFILTRATION SWALE AND BIOINFILTRATION w 0 w 0 2570 IM E 256 .98 18" MIN. EXIS ING G DE 2570 BASINS. w w M w '*- LIN > wwww U ELE-V--:2568.5 MAIN AT 10ER MAIN . MAINTAIN MINIMUM OF 6 FEET HORIZONTAL SEPARATION BETWEEN HYDRANT o v o v Z LEV: 25 wwz � } � } O LATERAL-: 566.3 LATERAL AND SERVICE LINES. > > ¢ ¢ N 0 2565 AnnR-3 1 - 2565 11. COORDINATE EXACT UTILITY SERVICE LOCATIONS WITH ARCHITECT MEP, AND Ix w w w 84 LF F 8 DR- 1 L CIVIL ENGINEER. z z � w w w w w w 1 113E OF " SD -35 U V D L 2 Lu 2 P PI EA o.6or° -+ E -r SEWER NOTES 0 0 0 0 ,� L bo VC IPE 0. 0°/ N Ln �� o 2 2 - K 0 Lo co co W N O rn - O - U H U H 1L1 c� 2560 N _ Z �. °'co M `" 2560 1. REFER TO CITY OF MERIDIAN STANDARD CONSTRUCTION NOTES - SEWER cD °' U ¢ ¢ - N -Lo co X 8" INV. OUT (E) N m ti c z w > �� z �� > N z N N Lp N N N `" .� LE 2562.11' CONSTRUCTION NOTES, SHEET G-2.0. o a, w ao = J = J _ w = w - w z w > > Z �� > _ " t . IN (S) 2. SEWER SERVICE SHALL BE INSTALLED PER SD-511A OF THE ISPWC. SERVICE uwj0 2555 co W w J 0o W J w J w= w J j_ �� EL V 2555 PIPE SHALL HAVE A MINIMUM OF 2% SLOPE TO PROPERTY LINE. 6+30 6+00 5+50 5+00 4+50 4+00 3+50 w 3+00 2+50 2+00 1+50 1+00 0+50 co 75 J0+00 -0+20 3. SEWER SERVICE CLEANOUTS SHALL BE INSTALLED PER SECTION 503 OF o w ' THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC AND N W PEBBLESTONE LN & W PEBBLESTONE DR SEWER PROFILE STANDARD DETAIL S1. o Y Y w HORIZONTAL SCALE 1" = 30' VERTICAL SCALE: 1" = 6' o 0 0 4. SEWER PIPE SHALL BE BELL AND SPIGOT PVC, SDR-21 OR SDR-35 AS NOTED o w o w : J ON THE PLANS PER SECTION 501 OF THE CITY OF MERIDIAN SUPPLEMENTAL o 2 w o SPECIFICATIONS TO THE ISPWC. o a N 2575 BEN 2575 5. RESIDENTIAL SEWER SERVICE LINES SHALL BE 4" DIAMETER. COMMERCIAL o INIS ED RA E 66.4 SEWER SERVICE LINES SHALL BE 6 DIAMETER. -„ WATER NOTES 6. COORDINATE ALL SEWER CONSTRUCTION WITH THE CITY OF MERIDIAN. Z 0 2570- 2' IRRI LINE TEE 2570 Q08 0 I V E EV: 568. 8 IN �s6.o 1. REFER TO CITY OF MERIDIAN STANDARD CONSTRUCTION NOTES - WATER w a CONSTRUCTION, SHEET G-2.0. F- z Z 2565 11.25 2565 2. COORDINATE WATER SERVICE INSTALLATION WITH THE CITY OF MERIDIAN. z o J 0 8" B IND FLA GE EV E TO EXIS O (� W W o INv LEV 256 .50 45° HOR BE D 45° HO Z BE D V: 2569.21 3. WATER SERVICE SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DETAILS Z 8" 6" T E NV LEV: 2565 01 NV LEV: 2565.16 W1, W2, W3, W4, W6, W7, AND W9. SEE SHEET CD-10.0 & CD-11.0. U I V E EV: 2564 57 2 z Q W O 2560 - 2560 4. WATER SERVICE PIPE SHALL POLYETHYLENE SIDR-7, ANSI/AWAA 901 PER SECTION O L J 5+30 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+20 404 THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. z w W PEBBLESTONE LN & W PEBBLESTONE DR WATER PROFILE 5. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DETAIL W8, Lu (n 0d W SHEET CD-11.0 AND SECTION 403 OF THE CITY OF MERIDIAN SUPPLEMENTAL J Ix J 0) HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' SPECIFICATIONS TO THE ISPWC. W m = FITTING & APPURTENANCE LEGEND PROFILE NOTE 6. PIPE JOINT DEFLECTION SHOULD NOT EXCEED 1 THE PIPE MANUFACTURER'S m ALLOWABLE DEFLECTION. CONTRACTOR IS REQUIRED TO VERIFY ALLOWABLE W 1 11.25° FITTING W/ THRUST BLOCK 7 3" DOUBLE WATER METER ASSEMBLY 13 8"x8"x8" TEE W/ THRUST BLOCK < a O O a O 1Q FOR POTABLE WATER MAINS OR SERVICES DEFLECTION ANGLE. O2 22.5° FITTING W/ THRUST BLOCK WITH 1 SETTER (SD W1 & W2) 14 12" BALL VALVE CURB STOP CROSSING NON-POTABLE MAINS OR Os 1 WATER SERVICE LINE (SD W11 SERVICES, PROVIDE A MINIMUM OF 18 7. MIDSECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER. IN ALL OTHER AREAS O ) 4� 45° FITTING W/ THRUST BLOCK SEPARATION AND INSTALL PER IDAPA COVER SHALL BE 4 FEET. SHEET NO: o O 1 2" WATER METER ASSEMBLY WITH 1 2" 15 8"x6" TEE W/ THRUST BLOCK 58.01.16 WASTEWATER RULES. SEE CITY 15461 0 O 90° FITTING W/ THRUST BLOCK SETTER (SD W4) OF MERIDIAN WATER NOTES 2 & 3 SHEET 8. ALL HORIZONTAL PIPE FITTINGS AND VALVES SHALL HAVE THRUST BLOCKS PER C-4 2 z 10 1 "' WATER SERVICE LINE 16 8" BLIND FLANGE �} �. O 8" GATE VALVE (SD W11) O 2 G-2.0 FOR MORE INFORMATION. DETAIL 2, SHEET CD-9.0. •/�__�j1r�� v DATE: O a" SINGLE WATER METER ASSEMBLY 11 FIRE HYDRANT ASSEMBLY (SD W8) 9. WATER PIPE DIAMETER 4" AND LARGER SHALL BE ANSI/AWWA C-900 DR18 PER F• 05-12-2025 WITH 1" SETTER (SD W1 & W2) O SECTION 401 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE PAGE NO: 12 6 GATE VALVE ASSEMBLY (SD W8) K�/t/ ISPWC. �.2 s 121555490600 30 OF 69 --�°N� oz os re P. IRRIGATION PUMP GENERAL UTILITY NOTES z STATION, REFER TO SHEET C-6.2 1. REFER TO CITY OF MERIDIAN STANDARD NOTES - GENERAL CONSTRUCTION NOTES ON SHEET w I IRRIGATION AND POTABLE G-2.0. z a I WATER CROSS CONNECTION, / 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE O O �, v1 SEE DETAIL 4, SHEET CD-2.0 Q U KELLOGG DRAIN CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO z � U COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND 7�- i aai- aai as aai aai aai aaiFiar�TXa - aar am X - X n I X i X -nf _ 7RI* = ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THEIR FAILURE TO EXACTLY LOCATE AND T--- -� T-- -� r- -T T-- -T - I ' T PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL DIGLINE AT 1-800-342-1585 A MINIMUM Lu �, 33LFOF8 � � � � � � � � � I , w WATER MAIN ; I I OF FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF 9 14 I 60 LF OF 8" UNDERGROUND UTILITIES. UNDERGROUND UTILITY LOCATION AND VERIFICATION SHALL BE AN WATER MAIN ' ' f ONGOING PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT, THE CONTRACTOR 0 10 I I I I I I ' / 41 LF OF 8" � � I � / I I SHALL NOTIFY THE ENGINEER IMMEDIATELY OF POTENTIAL CONFLICTS. THE DEPTH OF WATER MAIN I I I I I I UTILITIES SHOWN ON THE PLANS ARE NOT KNOWN BUT ARE FOR GENERAL INFORMATIONAL 1 I � ' I I PURPOSES ONLY. JJJJ + I 5 LF OF 8" ' ' ' 7 LF OF 8" I STA: 13+6 I.8 JJJJ + I WATER MAIN 325 LF OF 8" ` WATER MAIN ; I 3. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL SEWER CONSTRUCTION SHALL BE BY + ' I I TA: 10+83.08 TA: 11+38.17 I THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS JJJJ I I S STA: 10+38.11 ' ' I I WATER MAIN 12 LF OF 6 , I S STA: 13+20.90 I __ JJJJ + I I I I ' I S STA: 10+94.57 I ' S STA: 11+51.76 I ' S STA: 11+98.55 [HYDRANT LATERAL I ' 12 LF OF 8" - -- SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE JJJJ + I I S STA: 12+08.96 S STA: 12+54.11 11 WATER MAIN I WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED JJJJ I - I I ; I I � JJJJJ + I STA: 12 9.71 , I , / CONSTRUCTION PLANS. J ' I 7 I III 7 I III 7 I I I 7 I I I S STA: 1 08.89 I I I 2 I STA: 13+69.�2 J ______ J L ______ J L 30 LF OF 8 JJJJJ + 11' � `� ----- ------ L ______ _ ______ ____ __ L ____ _ _ __ __ _______ I 4. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR + ` 8 8 8 8 - 7 y I 6 WATER MAIN TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE. JJJJJ _ _ 5 8 12 8 " 16 LF OF 8" 5. INSTALLATION OF GROUNDWATER DEWATERING SYSTEMS MAY BE REQUIRED TO FACILITATE 0 JJJJJ + ' I ii 8 LF OF 8" 13 5 1 w� w L- w + L- w w 1 w+00 w . w w WATER MAIN THE CONSTRUCTION OF PROPOSED FACILITIES. GROUNDWATER LEVELS SHALL BE MAINTAINED N ' � I I o ► ; I K L DRAIN I BELOW THE BOTTOM OF THE TRENCH AND STRUCTURE EXCAVATION DURING INSTALLATION. O Y o WATER MAIN + I I - - - - � - - - - - - 15 1 '� �� I U' s s° ,, 1+00 CONTRACTOR IS REQUIRED TO SECURE DEWATERING DISPOSAL SITES AND APPLICABLE O co 31 LF OF 8" + + 1 167 S' - - - 141.7- 1 I SLEEVE WATER LINE IN AGENCY PERMITS. DEWATERING PROCESS SHALL CONFORM TO SECTION 205 OF THE ISPWC. Z Z Q WATER MAIN o 1 I I STEEL CASING (SD SW 1 & 2) J Z - - ° 1 I I 6. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF Z) Q __ 11 5 - - 90.1° S STA: 1 I+69.�2 m W SSMH 1 8 8 8 4s.7° ,�,: 59 LF OF 8" THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN Z (_n 12 - /- 10+00 8 8 8 y %� I cA S �ulA ?vr STA 7 _ 7 _ J I ___ __ _ __ _ ______ 'y I WATER MAIN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS) THE REQUIREMENTS O N O - - - r 7 -----° 7 RIM 2571 .34 S STA: 10+33.11 ' I ' ' ' I ' I ' 7 I ' 7 I ' I OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OF THESE U � m 15 5 i i i S STA: 1+32.09 S STA: 11+88.55 I I I I i I I y 6 11 L F O F 8" 101.3° 2 LF OF 8" SST 10+78.08 i S STA: 11+43.17 S STA: 11+93.55 I i i iS' T . 12+96.2 ` I I STANDARDS SHALL BE THE CONTROLLING STANDARDS AND SPECIFICATIONS. 26 LF OF 8" ss 13 vi 1 WATER MAIN S STA: 10+88. � SLEEVE WATER SERVICE LINES I 1+ . ; I ; �' I SSMH 8 7 WATER MAIN W I 9 .5° ' ' THROUGH SEEPAGE BEDS WITH I , SSMH 7 �I i 5 7. ALL TRENCHING AND PIPE INSTALLATION SHALL BE PER DETAIL 3 SHEET CD-2.0. WATER MAIN I , , , , �1$ A: 12+38.20 „ ' -� . "I , , , , „ I STA 13+69.72 , - - J ' SCHEDULE 80 PVC PER CITY OF , I , STA 13+28.62 „ � 8. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN PROPOSED U) I RIM 2571 .12 N: 716930.5812 W MERIDIAN SD W7 (TYP) , I , RIM 2571 .08 „I I i 8 - _ + E: 2449407.5862_ NON-POTABLE WATER LINES AND ALL POTABLE WATER LINES. 328 LF OF 8" SDR-35 PVC I ; �� 13 - JJJJ + I I J I SEWER PIPE 0.40% REFER CITY OF MERIDIAN ' IS�TA: 13+50.69 i1 I I I @ " I 5 3 - 9. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN POTABLE WATERLINE JJJJ SD W7 FOR METER VAULT 41 LF OF 8 SDR-35 P JJJJ + I I ' I I I m _w AND BOTTOM OF INFILTRATION SWALE AND BIOINFILTRATION BASINS. I I I PVC SEWER PIPE '„ I _ i t SEE SHEET C-4.5 0) JJJJ + I I PLACEMENT ADJACENT TO co co JJJJ i 140 LF OF 8" 0.60% i ; �� 10. MAINTAIN MINIMUM OF 6 FEET HORIZONTAL SEPARATION BETWEEN HYDRANT LATERAL AND N N N M N N m w I I SEEPAGE BED TYP @ 3 I 8 LF OF 8 FOR INFORMATION � Lo A N 6 6 N JJJJ + WATER MAIN ( ) - ' I SERVICE LINES. N o N ca - - W , Q 1 , � J J WATER MAIN I in wm -4 6 6 ti o + I I I ' ' x� ' I � 11. COORDINATE EXACT UTILITY SERVICE LOCATIONS WITH ARCHITECT MEP AND CIVIL ENGINEER. JJJJ I J I �I J�J 44 LF OF 8 z L) z z z z z z >_ + I I SLEEVE SEWER SERVICE LINES I SLEEVE WATER LINE IN WATER MAIN v Y o v v v 0 m JJJJJ , , , , , I 147 LF OF 8 -SEWER NOTES JJJJJ + I co J , , , , THROUGH SEEPAGE BEDS WITH , , STEEL CASING (SD SW 1 & 2) o cn I WATER MAIN I' JJJJJ + I J AWWA C-900 DR18 PVC PER CITY OF I 49 LF OF 8" WATER 1. REFER TO CITY OF MERIDIAN STANDARD CONSTRUCTION NOTES - SEWER CONSTRUCTION co O c o JJJJJ I -_� - MERIDIAN SD W7 AND ACHD .--� I 1 .I - NOTES, SHEET G-2.0. w w "� w '� �? KEYNOTES o so so N ZION PARK AVE UTILITIES STORMWATER DESIGN GUIDELINES MATCH LINE SEE SHEET C-4.4 w Of w o w �, N Feet STANDARD DETAIL 07 TYP 2. SEWER SERVICE SHALL BE INSTALLED PER SD-511A OF THE ISPWC. SERVICE PIPE SHALL HAVE w wOf o v 0 v z 0' O POTABLE WATER CROSSING WATER LINE STATION 10+00 - 15+00 ( ) ° z o A MINIMUM OF 2/o SLOPE TO PROPERTY LINE. > > Q Q U N UFo cu NON-POTABLE WATER. MAINTAIN SEWER LINE STATION 10+00 - 14+53 o o o > HORIZONTAL AND VERTICAL 3. SEWER SERVICE CLEANOUTS SHALL BE INSTALLED PER SECTION 503 OF THE CITY OF w w w w w of SEPARATION OF THE POTABLE 2575 SSMH 1 Rim T 1 SSMH 8 2575 MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC AND STANDARD DETAIL S1. w w u- WATER AND NON-POTABLE RIM STA10+ 0.00 INIS ED GRADE RIM STA 13+ 9.72 U U O p O p O RI EL 571. 4 I -EL--- RI EL 571. 2 4. SEWER PIPE SHALL BE BELL AND SPIGOT PVC, SDR-21 OR SDR-35 AS NOTED ON THE PLANS U PIPELINES (SEWER STORMDRAIN, - - - - - - - - - - - - _ - - PER SECTION 501 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. Lo 0 v ¢ ~ ¢ ~ IRRIGATION, ETC.), SEE WATER 2570 2570 0 NOTES 2 & 3 SHEET G-2.0 FOR MORE - - - - - - STORM D AI 5. RESIDENTIAL SEWER SERVICE LINES SHALL BE 4" DIAMETER. COMMERCIAL SEWER SERVICE N Cy) Nt �, co ,� z = INFORMATION �lV L`EV: 25117.98 LINES SHALL BE 6" DIAMETER. 41 LF O 8" DR- 5 0 32 LF F 8 - P PI RE 0.60 ° 6. COORDINATE ALL SEWER CONSTRUCTION WITH THE CITY OF MERIDIAN. PROFILE NOTE 2565 PVC PI E ° 2565 WATER NOTES 1O FOR POTABLE WATER MAINS OR N z z z 0 SERVICES CROSSING _ - 1. REFER TO CITY OF MERIDIAN STANDARD CONSTRUCTION NOTES - WATER CONSTRUCTION, SHEET G-2.0. o w NON-POTABLE MAINS OR ^ z co N SERVICES, PROVIDE A MINIMUM �� w � co 2. COORDINATE WATER SERVICE INSTALLATION WITH THE CITY OF MERIDIAN. o W � 2560 2560 o w w > OF 18" SEPARATION AND z � `� c\I� z N z 2 J _ O u, Z ,n 11 11 3. WATER SERVICE SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DETAILS W1, W2, W3, W4, W6, W7, o w a INSTALL PER IDAPA 58.01.16 N N W 2 0 No > > > > ' ? Z w AND W9. SEE SHEET CD-10.0 & CD-11.0. a v o WASTEWATER RULES. SEE CITY ? w z w Z _ IIIJ - -_ N OF MERIDIAN WATER NOTES 2 & co w co w - co w 4. WATER SERVICE PIPE SHALL POLYETHYLENE SIDR-7 ANSI/AWAA 901 PER SECTION 404 THE CITY OF 0 3, SHEET G-2.0 FOR MORE 2555 0O uj uj 2555 MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. INFORMATION. 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 Z N ZION PARK AVE DRIVE SEWER PROFILE 5. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DETAIL W8, SHEET CD-11.0 AND Q SECTION 403 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. J W c� HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' W a SEWER SERVICE 6. PIPE JOINT DEFLECTION SHOULD NOT EXCEED 2 THE PIPE MANUFACTURER'S ALLOWABLE DEFLECTION. N INV ELEV: 2565.90 2575 2575 CONTRACTOR IS REQUIRED TO VERIFY ALLOWABLE DEFLECTION ANGLE. z z Q G SEWEERVICE EWER S RVI E O E KELLOGG DRAIN IR RIG NE S OR D IN INV ELEV: 25�65.1 I V EL V: 565. 7 - 50° INV. ELEV: 2563.12 7. MIDSECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER. IN ALL OTHER AREAS COVER SHALL BE 4 O 0 INV ELEV: 256 .51 I V E EV: 568. 8 E R S RVI E EW R SE VICE _ o Nv-E __ _ Lo FEET. 8. ALL HORIZONTAL PIPE FITTINGS AND VALVES SHALL HAVE THRUST BLOCKS PER DETAIL 2 SHEET CD-9.0. z - W Q EF�E - _ KELLOG D 2570 _IN FL - - - J ° 2570 U 0 U - - - - - 45 HORZ BEND 9. WATER PIPE DIAMETER 4" AND LARGER SHALL BE ANSI/AWWA C-900 DR18 PER SECTION 401 OF THE CITY OF O m U a SEWER SERVICE INV ELEV: 2565.81 W MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. z 0� Z 1 1 1 1 1 1 INV ELEV: 2565.46 NV ELEV: 2565.81 W (n 0 2565 1 1 SEWER SER ICE 1 1 1 / 1 1 - - 2565 = FITTING & APPURTENANCE LEGEND W O_ L SEWER ERV CE E R S RVI E 1 1 IN ELL : 25 5.47 J O SEWER MAIN INV ELEV: 256 .51 I V E EV: 564. 2 W O 11.25° FITTING W/ THRUST BLOCK 08 1" WATER SERVICE LINE W N c' INV ELEV: 2563.36 S R E E R S ° 45° V RT BEND W Z 45 ERT BEN 2 22.5° FITTING W/ THRUST BLOCK 9 1 "" WATER METER ASSEMBLY WITH 1 �" 2560 INV ELQ I I V E EV: 562. 9 E INV ELEV: 2559.39 U) O 2 2 SETTER (SD W4) SE R ER ICE z O 45° FITTING W/ THRUST BLOCK t- 10 1 2" WATER SERVICE LINE SS\ONAL FH E N INV LE : 256 .97 - 4 90° FITTING W/ THRUST BLOCK O ��`' G -1.25°H8 BE RT BEND J O 11 FIRE HYDRANT ASSEMBLY (SD W8) �o \,\CENSFD V. ELE . 11.25° HORZ BEND D INV ELEV: 2559.39 = D55 8" GATE VALVE (SD W11) SHEET NO: 0 2555 - INV. ELEV: 2563.58 INV LEV: 2564.99 2555 C) 12 6" GATE VALVE ASSEMBLY (SD W8) 15461 9+85 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+20 O 4" SINGLE WATER METER ASSEMBLY 13 8"x8"x8" TEE W/ THRUST BLOCK ` -4.3 WITH 1" SETTER SD W1 & W2 �(i qTF OF\OP z 22.5° HORZ BEND 8"TEE Q ( ) -'' INV. ELEV: 2563.33 45° VERT BEND INV ELEV: 2564.93 O 4" DOUBLE WATER METER ASSEMBLY 14 12" BALL VALVE CURB STOPRR��' DATE: L 45° VERT BEND 45° VERT BEND F, NO N ZION PARK AVE WATER PROFILE INV ELEV: 2559.54 INV ELEV: 2559.57 INV ELEV: 2565.04 WITH 1" SETTER (SD W1 & W2) (SD W11) 05-12-2025 °9lallyS, deyKurtNe,rell PAGE NO: 15 8 x6 TEE W/ THRUST BLOCK / PWCe`N`K owel92e1 �� / PLLC',CN=Kurt Nowell 0 HORIZONTAL SCALE: 1 = 30 VERTICAL SCALE: 1 = 6 Da 2025.05.12155-0600 31 OF 69 MATCH LINE SEE SHEET C-4.3 I GENERAL UTILITY NOTES z I ' � I J I I J J 1. REFER TO CITY OF MERIDIAN STANDARD NOTES - GENERAL CONSTRUCTION NOTES ON SHEET G-2.0. SSMH 3 I / J J S' 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR Z 61 LF OF 8 SDR-35 PVC Q �I J J I , ,, s 1 O = o I , I SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. U O STA 19+99.98 SEWER PIPE 0.40/o - - - - - - - - - - J J I / \ p[ I } ' +� �� @ lllllllllllllll lllllllllllllll l l l l J J 3 / \ l I THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE Z C� RIM 2570.16 \� 20 LF OF 8" �� = - - Ll L�U lLl l��Ll 11LLl L]LU. /��. a l l l l l l l l OCCASIONED BY THEIR FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND WATER MAIN aai T- a� - -�- Lu �ai�aai aa� aai a�li _ �!i - aai '_ == 1 l�l l l�' it l l 1 UTILITIES. CALL DIGLINE AT 1-800-342-1585 A MINIMUM OF FORTY-EIGHT (48) HOURS PRIOR TO ' a9.2° - - �� - - - - - - - � I Illll)l;lll w 5 �0+ l� llllllllllllll llllllllllllll F111111111111111 - _ _ _ _ _ _ , . l l l l�l l l 1 EXCAVATING TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. UNDERGROUND UTILITY LOCATION 13 I ss ss I �� - - _ _ _ LL 1 . l l l l l I I 7- I I �i��l 11l,l l l AND VERIFICATION SHALL BE AN ONGOING PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT, i I I 155 LF OF 8" l li l�l l l 1 THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF POTENTIAL CONFLICTS. THE DEPTH 3 � .9� _ 3 90.0° SSMH10 , I l l�l l�l l l OF UTILITIES SHOWN ON THE PLANS ARE NOT KNOWN BUT ARE FOR GENERAL INFORMATIONAL 0 �VllilUll 21+0 STA 20+61 .53 ' ; ' i WATER MAIN l l lUl l l l 1 PURPOSES ONLY. RIM 2570.60' ' ' ' - - I� �,- I l l l;l b l l l 1 2 LF OF 8" _ _ + + + _ __J I '1 I l l�'l V l l l 3. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL SEWER CONSTRUCTION SHALL BE BY THE T o , I l l l l l l I PUBLIC WORKS DEPARTMENT AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT WATER MAIN 5 3 I oil �y � 1 I 124 LF OF 8 SDR-35 PVC +I. I l l 1 l 1 l l l RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN i � 1 , SEWER PIPE @ 0.40% I t C,1 -�l l i1 l)1 1 1 .I I I I S�STA: 24+29. 5 I I ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 45 LF OF 8" ' I �ll,'ll�lll � � ' � , I WATER MAIN , I ' ' ' ' I I �l l l l l 4. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) N` I` v v I ' - l l l l l l I BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE. C.) 60LFOF8 , � I � I � � I : J �I I I � , �I : 1 1 I I ll��lll 5. INSTALLATION OF GROUNDWATER DEWATERING SYSTEMS MAY BE REQUIRED TO FACILITATE THE J WATER MAIN I 37 LF OF 8 ' ' 222 LF OF 8" ' ' ' ' ' ' �" WATER MAIN ; ; WATER MAIN ; ; S STA: 24+17.21 _ _ 14 ' I F CONSTRUCTION OF PROPOSED FACILITIES. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE '� 1I Im- ; I ' ; ' ' - - 9 - 1 BOTTOM OF THE TRENCH AND STRUCTURE EXCAVATION DURING INSTALLATION. CONTRACTOR IS ' ; ; S STA: +66.60 i i i S STA: +20.36 i , i S STA: +74.60 I I I REQUIRED TO SECURE DEWATERING DISPOSAL SITES AND APPLICABLE AGENCY PERMITS. O ~ 3 X 7 - ' � ' 7 � ' 7 ' -h �5LFOF6 � I , i O 3 ---�=- -- -- ---+-- - 7 -- -- -- - 5 -- - -- - ING PROCESS SHALL CONFORM TO SECTION 205 OF THE ISPWC. No 8 8 - 8 1112 + _ HYDRANT I �� / / - DEWATER U ti I_ LATERAL 10 i 3 6. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE C� co Z Z 00 w w - w w xO *_O- w w �� ---------- - --- - ---I / IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN Z 1 +00 1 +0 15 17 0 I SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC AND ANY ADDENDUMS THE REQUIREMENTS OF THE J I s ss s I ss ss ss ss -+ ss U) 1 3 21 LF OF 8" ADA COUNTY HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL Z) m W - 1- 23+00� - - - - - - - 24+00 SSMH 12 1 WATER MAIN I BE THE CONTROLLING STANDARDS AND SPECIFICATIONS. Z ?� o SSMH 11 \r- -_ - -" -I- - - - - J JJ JJ J JJ JJ JJJJ (ISPWC SD-505) 164 LF OF 8" I I 7. ALL TRENCHING AND PIPE INSTALLATION SHALL BE PER DETAIL 3 SHEET CD-2.0. N m J JJ JJ J JJ JJ JJJJ � KEYNOTES STA 21+85.03 I _ __ 8 _ 8 _ _ 8 _ I J JJ JJ J JJ JJ JJJJ STA 24+29.25 WATER MAIN Z s I� ' J JJ JJ J JJ JJ JJJJ / i 8. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN PROPOSED NON-POTABLE RIM 2571 .23 � - - 6 � - - 7 7 ; � RIM 2570.39 / � O POTABLE WATER CROSSING JJJJ SLEEVE WATER MAIN IN HDPE CASING WITH WATER LINES AND ALL POTABLE WATER LINES. W NON-POTABLE WATER. MAINTAIN I ; JJUJ �Tk 2 +23.7o s s : 2 +79.7o S TA 23+40.16 L� - - - - - - / FUSED JOINTS EXTENDED 10 FEET PAST i J T-1- TA 22+28.70 S TA 22+84.70 HORIZONTAL AND VERTICAL JJ I I / PERMEABLE PAVERS. FOLLOW ALL OTHER 9. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN POTABLE WATERLINE AND wSEPARATION OF THE POTABLE WATER JJ I- SPECIFICATIONS OF CITY OF MERIDIAN BOTTOM OF INFILTRATION SWALE AND BIOINFILTRATION BASINS. JJJJ 243 LF OF 8 SDR-21 PVC / AND NON-POTABLE PIPELINES (SEWER, i JJJJ I o I / / STANDARD DETAIL SW1 AND SW2. 10. MAINTAIN MINIMUM OF 6 FEET HORIZONTAL SEPARATION BETWEEN HYDRANT LATERAL AND SERVICE STORMDRAIN, IRRIGATION, ETC.), SEE I i ' JJJJ I SEWER PIPE @ 0.40/o i // I LINES. WATER NOTES 2 & 3, SHEET G-2.0 FOR lllllllllllllll I . . �� i �' MORE INFORMATION NW 15TH LN & W SINDON LN UTILITIES o so so 11. COORDINATE EXACT UTILITY SERVICE LOCATIONS WITH ARCHITECT, MEP, AND CIVIL ENGINEER. N N N CO CO NNNMNNM4Iuw Feet En f` Lb A N 6 6 N � � WATER LINE STATION 15+00 - 21+60 SEWER NOTES m m m -4 6 C6 ;° , o SEWER LINE STATION 20+00 - 25+18 z U z z z z z z >- 1. REFER TO CITY OF MERIDIAN STANDARD CONSTRUCTION NOTES - SEWER CONSTRUCTION NOTES, Y v v v m SHEET G-2.0. 0 0 0 17 IT SMT_�F 2575 SMH 1 2575 2. SEWER SERVICE SHALL BE INSTALLED PER SD-511A OF THE ISPWC. SERVICE PIPE SHALL HAVE A U) o W o SM 10 (I PWC S - w U U U U IT RIM STA + RIM STA 20+6 .58 Rim 61A&5 0 + MINIMUM OF 2% SLOPE TO PROPERTY LINE. > w M w � Of w w %� RIME IM E 257160 L �1�3 - - - o J o J En 3. SEWER SERVICE CLEANOUTS SHALL BE INSTALLED PER SECTION 503 OF THE CITY OF MERIDIAN o v o v z �_' - - - 2" I RIG INE � - - - EXISTIN GRADE 2570 _ 2570 SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC AND STANDARD DETAIL S1. > > Q INV LEV 256 1 _ _ w w p �" 2 3LFOF8' SD - 1 - - - E w 4. SEWER PIPE SHALL BE BELL AND SPIGOT PVC SDR-21 OR SDR-35 AS NOTED ON THE PLANS PER � � w w R � O 8" DR- 5 L ' PIPE 0.6 /o - z z > w > w - SECTION 501 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. w w w LL w LL ~� -tv I E .40° U U ILL 0 � � � � N 2565 2565 5. RESIDENTIAL SEWER SERVICE LINES SHALL BE 4" DIAMETER. COMMERCIAL SEWER SERVICE LINES o o 00001 K 1 Lu 0 WATER MAIN \_ / z SHALL BE 6" DIAMETER. v ¢ ~ ¢ ~ INVELEV: 256 .72 - - F- Lu�� ., N 6. COORDINATE ALL SEWER CONSTRUCTION WITH THE CITY OF MERIDIAN. N M ti z ., 2560 Lo Z� O co Z Ill; 2560 WATER NOTES a) _ 0 > > > �� > Z = J N J - J z > ? - "' 1. REFER TO CITY OF MERIDIAN STANDARD CONSTRUCTION NOTES - WATER CONSTRUCTION, SHEET G-2.0. LL 00 - J o0 0O w N 2. COORDINATE WATER SERVICE INSTALLATION WITH THE CITY OF MERIDIAN. z z z 2555 0 0- 19+80 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 3. WATER SERVICE SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DETAILS W1, W2, W3, W4, W6, W7, o 0 AND W9. SEE SHEET CD-10.0 & CD-11.0. °z z Z Y 'o FITTING & APPURTENANCE LEGEND NW 15TH LN & W SINDON LN SEWER PROFILE a. 4. WATER SERVICE PIPE SHALL POLYETHYLENE SIDR-7 ANSI/AWAA 901 PER SECTION 404 THE CITY OF MERIDIAN 0 co wa. o HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' a N O 11.25° FITTING W/ THRUST BLOCK Os 1" WATER SERVICE LINE SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. �„ �„ 5. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DETAIL W8, SHEET CD-11.0 AND 0 2O 22.5 FITTING W/ THRUST BLOCK O 1 2 WATER METER ASSEMBLY WITH 1 2 SECTION 403 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. Z Z `� SETTER (SD W4) J o O 45o FITTING W/ THRUST BLOCK 10 1 "' WATER SERVICE LINE PROFILE NOTE 6. PIPE JOINT DEFLECTION SHOULD NOT EXCEED 2 THE PIPE MANUFACTURER'S ALLOWABLE DEFLECTION. Z U O 90 FITTING W/ THRUST BLOCK 11 FIRE HYDRANT ASSEMBLY SD W8 CONTRACTOR IS REQUIRED TO VERIFY ALLOWABLE DEFLECTION ANGLE. a Z Q ( ) 10 FOR POTABLE WATER MAINS OR SERVICES W J O § 5 8" GATE VALVE (SD W1 1) O CROSSING NON-POTABLE MAINS OR 7. MIDSECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER. IN ALL OTHER AREAS COVER SHALL BE 4 FEET. z 0 12 6" GATE VALVE ASSEMBLY (SD W8) SERVICES PROVIDE A MINIMUM OF 18 a O3" SINGLE WATER METER ASSEMBLY Z 4 13 8"x8"x8" TEE W/ THRUST BLOCK SEPARATION AND INSTALL PER IDAPA 8. ALL HORIZONTAL PIPE FITTINGS AND VALVES SHALL HAVE THRUST BLOCKS PER DETAIL 2 SHEET CD-9.0. O WITH 1" SETTER (SD W1 & W2) O O - Z 58.01.16 WASTEWATER RULES. SEE CITY 9. WATER PIPE DIAMETER 4" AND LARGER SHALL BE ANSI/AWWA C-900 DR18 PER SECTION 401 OF THE CITY OF o O 4" DOUBLE WATER METER ASSEMBLY 14 11" BALL VALVE CURB STOP OF MERIDIAN WATER NOTES 2 & 3, SHEET W (n WITH 1" SETTER (SD W1 & W2) (SD W1 1) G-2.0 FOR MORE INFORMATION. MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. z Lu J 45 VE T BE D SE " IR IG LINE O 0 3 2575 ° 45° OR BE D J INV ELE : 25 .17 I IV ELEV: INV LE : 256 .51 VICE SEWER SERVIC 2575 I V E EV: 568. 5 IN ELEV: 2566.5 _ z 08 - VE T BEND 566.16 EWER SERVIC z I V-FL V: 2 r- E ISTI G GRADE - w o - - - - _ - - NV ELEV: 2566. F_I. .ISH D E : 2568 �, 2570 - - - _ SEWER SERVICE NELEA� - - - - - / - - - - �V,ELEV: 2566.80 IN ELEV: 251134.72i uj // H Lo 2565 4 ° Ho Z B ND 1 1 1 1 2565 S FN Q En INV EI=E n 4n !KIN EL V: 2565.7 o<c�'S�°CE Sf� 1 IrWV ° MOR2 BEND ELEV: 2 66 31 SE E R ERV C a� �� 0 45° VERT BEND INV LE .4 "X 6' TEE 45 HO Z B ND '� SHEET NO: 2560 INV ELEV: 25 6.38 I V E EV: 564. 4 IN ELEV: 2E64.52 2560 15461 0 C_4■4 J21+80 21+50 45°VERT BEND 45o HORZ OVERT BEND 20+00 4519+50 BEND 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+10 'fGTF OF��PR��' DATE: INV ELEV: 2562.16 INV ELEV: 2562.63 INV ELEV: 2563.19 NW 15TH LN & W SINDON LN WATER PROFILE F. NEn 0R a9aw=9�eYKno„e 05-12-2025 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' ��,� =�m�ow�,d°9��P. PAGE NO: z zs:o°121557570600 32 OF 69 Z REMOVE EXISTING BLOWOFF J �, I II+ �� I I I z o ' ASSEMBLY AND GATE VALVE (SD z `n + �� W I W12). CONNECT TO EXISTING 8" O = ' 139 LF OF 8" 6 , DIAMETER MAIN WITH RESTRAINED U Z C7 WATER I � ' COUPLING. (APPROXIMATE � II I I I I w cn cn I I I + 1 I i LOCATION, CONTRACTOR TO I 26 LF OF 8" VERIFY LOCATION)F. cn JWATER MAIN I 93 LF OF 8" I w � ' 1 ' WATER MAIN 8 LF OF 8" } I + SSMH 13 / /N 1 I cn I - 9 x� 0 5 WATER MAIN I I i i I STA 30+79.30 1 - 14 / D� w RIM 2571 .27' I I / - - _ SSMH 2 L - . 1 - - 10 „ 9 .5° 15 I , 3 „ PROPOSED PROPOSED APARTMENT _ N: 716930.5812 EXISTING 8 STA 30+00.01 12 so.o 30 79 � W- v. 13 aa� E: 2449407.58 WATER MAIN RIM 2570.94' 13 ss I/ ' / / EXISTING 8 APARTMENT BUILDING li O BUILDING 5 3 - - �01.3 5 _ _ _ o - _ WATER MAIN SSMH 14 SSMH 13 I1 R ---- __ I J I / 4 0 soo° + ^ - 41+00 , / n STA 40+00.00 STA 30+794.7' � 1 SSMH 15 rREMOVE / I co46 LF OF 8" - ' RIM 2571 .31ISTA 41+92.80-� � m 11 10 RIM 2571 .2 RIM 2571 .33' WATER MAIN _ _ r EXISTING BLOWOFF �- MBLY AND GATE VALVE (SD , Jc 5 - - 9 - 14 , 51 LF OF 8" - 41++ �� 1 WATER MAINv I W12). CONNECT TO EXISTING 8 � (n 1 �.5° + �� I fl— - � 79 LF OF 8" SDR-35 PVC � I -�- I I DIAMETER WATER MAIN WITH _ $ '° 4 31 LF OF 8" SEWER PIPE @ 0.40% L - - - - - - - - - _ so `�-�s o° I I� s RESTRAINED COUPLING �N ° + WATER MAIN I L LL LL LLLL LL co� - J O 44 LF OF 8" ' 4 LF OF 6" L LL LL L LL LL 90 LF OF 8" SDR-35 LL L LL ` 103 LF OF 8 SDR-35 CV 8 LF OF 8 / 8 LF OF 8" L LL LL _LL LL � WATER MAIN . \ WATER MAIN 325 LF OF 8" 13 HYDRANT LATERAL L LL LL L LL LL � SEWER PIPE 0.60% LL L LL LL U Y o 1 " 5 , , WATER MAIN I I @ -- 1111 11 I I WATER MAIN �� 'I� ` + �LLLL' + LL LL L LL LL L I ' I ' I LLLL LL LL__ C7 co ' I I 5 �� 1 I I LL L LL LL SEWER PIPE @ 0.60% O 5 LF OF 8 \ I �r-r-r Z Z00 Z Q l l l l l l;l l l WATER MAIN ,� + r-r-r-�r I a 79 LF OF 8" SDR-35 PVC 93 LF OF 8 - WATER MAIN J 111l l l�l l l I 1 41 LF OF 8 i SEWER PIPE @ 0.40% coL I , , , , WATER MAIN l c/) I ch Z — N ZION PARK AVE ENTRANCE WATER 30 60 30 60Feet APARTMENT SEWER 30 60Feet 0 N m Feet USTICK ENTRANCE SEWER & WATER U Lo WATER LINE STATION 30+00 - 30+86 / ti SEWER LINE STATION 30+00 - 30+79 SEWER LINE STATION 40+00 - 41+93 � T- WATER LINE STATION 40+00 - 42+16 W U) W cy) 2575 2575 p, SSMH 2 SSMH 13 2575 SSMH 1 t SS H 1 SN H 2575 ' 30+79.30 RIM ST 40+ 0.00 RI ST 40+ 9.96 i S + N N N cM N N Cv) RIM STA 0+0 .01 � c i � c� w 2575 2575 N C) M - - , RIME 257 94 _ _ _ _ _71.27_ RIM EL 571. 1 RI EL 571. 7 c� o c� co r r co Q co EXSTI GG ADE — — - - - - — — 6 ao 6 46 6 ti A ❑ Lu W sT RM DRA N 2570 Fi4I� 2570 2570 �s++E6�R DE 2570 Y v v v m EXI€-T--IN -GRADE ❑o (n 2570 IN EL : 25 7.3 2570 WATER MAIN T 17 INV ELE : 2565.98 9 -L E w O w O 17 17 Lu 8"TE EC 1 CPI E o v U INV ELEV: 2564.9 1 E 2565 2565 ❑LL`� U w ao w 2565 2565 >p Q w0 Q} }o) W 2565 2565 D / Pw w z w❑ o rls zW WN c° 45 BEN - > W OfJ 2560 2560 w ' w w V-ELE-V: 256 .04 co2 ` o wW w coO n W 2 —cn CN ON c� Yj2560 2560 j i U U 0oo>w — w 1: >- _ - _ mQQ29+70 30+00 30+50 31+00 i � o bo b° L ° _ 5 2555 al 1 o ` 2555 co w 2555 N Z I O N PARK AVENUE ENTRANCE WATER PROFILE 29+80 30+00 30+50 30+89 40+00 40+50 41+00 41+50 41+93 N cf) Nt cn m ti am Z HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' USTICK ENTRANCE SEWER PROFILE APARTMENT SEWER PROFILE p HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' o o U- N 04 o U Y Y 2575 2575 GIG E z z Z Lu Y 'o Lu W M a „ EM VE E IST NGo 2570 2570N oCONNECT TOE ISTING WATER ST B U g 2565 1 2565 J c� a U ui E E R-S 4 ° HO Z B ND L- 6.23 lj)LE� IN EL V: 2 66.7 z z Lu E 2560 - 2560 O o W 1 0 39+80 40+00 40+50 41+00 41+50 42+00 42+40 V o Z Z >_ W USTICK ENTRANCE WATER PROFILE 00 U) J HORIZONTAL SCALE. 1 - 30 VERTICAL SCALE. 1 - 6 z FITTING & APPURTENANCE LEGEND Lu U Z J W 0 W , O 11.25° FITTING W/ THRUST BLOCK Os 1" WATER SERVICE LINE N KEYNOTES PROFILE NOTE O 22.5° FITTING W/ THRUST BLOCK O 1 2" WATER METER ASSEMBLY WITH 1 2" 0 SETTER (SD W4) 00 POTABLE WATER CROSSING 1Q FOR POTABLE WATER MAINS OR SERVICES O 45° FITTING W/ THRUST BLOCK 10 1 2" WATER SERVICE LINE S%ONAL F NON-POTABLE WATER. MAINTAIN CROSSING NON-POTABLE MAINS OR O 90° FITTING W/ THRUST BLOCK �C,S He HORIZONTAL AND VERTICAL SERVICES, PROVIDE A MINIMUM OF 18" 0FIRE HYDRANT ASSEMBLY (SD W8) ok \,\CENSF0 O5 8 a� SEPARATION OF THE POTABLE WATER SEPARATION AND INSTALL PER IDAPA " GATE VALVE (SD W11) 12 6" GATE VALVE ASSEMBLY (SD W8) SHEET NO: o AND NON-POTABLE PIPELINES SEWER, 58.01.16 WASTEWATER RULES. SEE CITY 3„ 15461 �_�■� ( OF MERIDIAN WATER NOTES 2 & 3 SHEET O 4 SINGLE WATER METER ASSEMBLY 13 8"x8"x8" TEE W/ THRUST BLOCK z STORMDRAIN, IRRIGATION, ETC.), SEE G-2.0 FOR MORE INFORMATION. 3WITH 1" SETTER (SD W1 & W2) Oq P�o� WATER NOTES 2 & 3 SHEET G-2.0 FOR O 4 DOUBLE WATER METER ASSEMBLY 14 12" BALL VALVE CURB STOP �G,Q TF OF\�R�v DATE: MORE INFORMATION WITH 1" SETTER (SD W1 & W2) (SD W11) T P. NOR 05-12-2025 15 8"x6" TEE W/ THRUST BLOCK � � PAGE NO: o�; �sos°rs��oosoo 33 OF 69 Z GAS NOTES o 0 W. USTICK RD. oc 1. INSTALL GAS SERVICE LINE. COORDINATE INSTALLATION WORKS WITH NW 2 C� I m ° s EP , NATURAL GAS AND BUILDING MECHANICAL CONTRACTOR. Lu °. Ib �°: gy 1. FP TR •° ° .1e •°•Sl °. sa a. °. s..' EP °e - - - - POWER NOTES "' �Qe IRR IRP — IRR IRR IRR IRR — — — — ° as ti ° 1 - Lu IRR IRR �—I— — — GE — a &. 0 � _ _ \ _ I 1. REFER TO STREET LIGHT PLAN (SHEETC-7.1) FOR STREETLIGHT INSTALLATION. 0 1 I rr 2. COORDINATE CONDUIT INSTALLATION AND TRANSFORMER INSTALLATION WITH FP FP I IDAHO POWER. FP �— PROPOSED COMMERCIAL I PROPOSED - w a PROPOSED I� BUILDING I APARTMENT ? BUILDING APARTMENT I I BUILDING e I I I \ S ss ss ss —I S ss ss = GAS� S— GAS GAS— GAS— GAS ss I J Z r — ss w _ w — \ + L LL LL L L LL LL LL L L LL LL L LL LL L O FLLL L LL LL LL L LL \- \\ r a I L LL LL L LL LL LL L LL LL L O L LL LL L L LL LL L LL L '\\ �� $ ss ss — ss S / �d L LL LL L LL LL LL L LL LL L I LL LL L LL— ♦ Ii d L LL LL L LL LL LL L LL LL L c L LL LL L LL LL— R y I L LL LL L LL LL LL L LL L O \ + 0/ VJ 1 O F F-O F- F-O GAS— 0• \; UG Tp UGE U E UGE S\ ZGAS— GAS— GAS— GAS G + + + + + + + + + + + + + I s - - - - - - - -_ _ - _� U Y O J s P Z 00 co w w w w w w w �� W W W V — Z 1 _ " w _ II Z p a T 1 i t SS s 88 .. PROPOSED — — m W LLLL LCCLCC S SS SS S SS—�$S —$SSS S �� COMMERCIAL BUILDING I + +++ - LL m RR p II I i' I z A I ++++ — �8� E i _ � — _- - - - - Z 0 _ ' r .r ------------------------ ----- -------- + + _ — m LL ' I �n I ° IRR— IRR� �rro o GAS GASig I O 'N^^ k F-O F- F-O F-O F- F-O F-O F-O F-0 F-O F J °GAS UGE -O F-G�A Z W s T- ~- F p I I LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL F UGEI j LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL I s a p LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL u W Z I I LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL M— \ � I I ' I� ''^^ VJ — J PROPOSED - -� �� - - PROPOSED Lu — 'IcoT — i TOWNHOMES Z ; I , 1 _ _ _ _ _ _ l , mI I I , TOWNHOMES �rnG � Tp I LI I a 6' m ' S G __ d' UGE c F-O F- Gc'� F-O AS ry _ I I I 1qF. — — _ I I I GA I I I I m US ur_ uG� _ PROPOSED co co Lo CD [-*!=I1 - - — l T > ' N N N N N N N N N i I iROPOSED i m I ' i I N o cM�l ca °' co NTOWNHOMES ; I _ ' I ti a r TOWNHOMES PROPOSED- Lo 00 cm 4 Lh � IZ ' r A3 GA ; I m - - PROPOSED— TOWNHOMES - ,, , \ , , z Z z Z z z z_ U Y UUU U U mI In_ � IT° � I I I � TOWNHOMES � �� _ _ F_ F_ a I I Ic I _ _ ___ __�A_ uGE sQ S G _ > 0 0 I I I t1L I F F GAS F G - - r'y— > U) U Lu O ' I / ' I — _ — AS I GA a I Fp i UGE u r_ �(`� w U U) V I . s cM II- ,,�I, ROPQSEQ _ I \ I , > Of w of w v I A ' ° TOWNHOMESm `� ' ' of w �' `�" I I I I 'm f I co 'T PROPOSED '--.FA - - ...�... — I o o z z ° I I I� > > Q a V N V U) - ' I W. i ' r r TOWNHOMES ; I I - - ROP@SED LU L o - - --------- --- _ _ _ o - - AS GA - TOVAr HOMES w w w_ Q Lu I G S L) I I I Z Z G > w > w l L w w O F — --ice J J LL LL L I I AS GA G ' I UGE GAS — U U O O O o I ` \ - - — - - r�J - PROPOSED _ - I mm p i- -1 _ _ w 1\ J - °T TOWNHOMES PROPOSED - -� ° I y ' I I v Q ~ Q ~ o • , \ l � LLLL I I I I F U \\ \ , �! �\ I LLLL s ' TOWNHOMES I Gm) m. - - N ch Ln m I� ao z I ' \ \ cT LL G� --�-- --- r I , ° PROPOSED -LLLLLLLL --------- - ----- --------- so I TOWNHOMES N \ i 1 ——— AS A G S I IT a N LLLL C I LLLL I C D I i GE F S �....G O u- ' ` LLLL I - - - PROPOSED _ 1 C �- -- N \\ \`\ _ \ ,� \ �I LLLL TOWNHOMES _ _1 N I U Z z z ° \ r 1 LLLL I PROPOSED- , I O U Y Y O \ I I l l o ` LLLL y I TOWNHOMES j \ \ LLLL PROPOSED— FA ° z Z o w rrrrr II J \ \\•\ \\ \� —S � S C95 ____ _F%A_S UGE=F ,��G5 ° I TOWNHOMES I \FQ °� w N LLLL I E u� a ' I � 0 0 U w O I \ \ rrrlr \ II LLL LLLLL II I I I PROPOSED N \'\� �� I� �m L L L LLL I I TOWNHOME \ \`• r r r LLL LLLLL N I II Irr S ►OL \ LLLL PROPOSED sow PROPOSED LLL L I _ WNHME. TOWNHOME rrr rrrr y — LL LL LL L LL — L ------------- ------ L L L L L L L L I• I 1 \ 7 � GAS GAS G w w w w w SS Imo_ Z O soSS ss `1 \� W W - W - W W _ _ z _ a \ Q _ \ — _ — - - - - T - - - - - - - - - O M0 >.U r \ I —1R� IRR I �,?R _ I --------1 I W a. J W /' \ ` r rrrr ~r ss I r --r �r«rr �� I I PROPOSED PROPOSED PROPOSED z (n Lu o , I , - TOWNHOME TOWNHOME I TOWNHOME Q I R IRR RR IRR IRR ` a O ` C �SS�ONAL FHc � o� �\CENSFD a � 0 DRY UTILITY PLAN 15461 SHEET NO: z SCALE: 1" = 40' �° C_4.6 OF\OP � o ao ao NORR�� DATE: L Feet 05-12-2025 N y oN=g ,ka«e fS R ,e PA E N o.,e,o,sos,,s sosoo 34 OF 69 C51 Z J CITY OF MERIDIAN STANDARD NOTES - PRESSURIZED IRRIGATION NMI 0- W. USTICK RD I POINT OF DIVERSION, 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE 0 0 REPLACE EXISTING IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. Z e- IRR IRR IRR IRR IRR IRR IRR IRR LU �� - - — IRRIGATION BOX w - - - - - - 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE H 5.33' — I / I ❑10+00 POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVISE MUST BE w � CONSTRUCT 57 LF OF _ — _ I APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY 2" SCHEDULE 80 PVC 1 I - - - 12.91 I OF MERIDIAN WATER DEPARTMENT. CONSTRUCT 240 LF OF PROPOSED C CONSTRUCT 113 LF OF O I PROPOSED COMMERCIAL 2" SCHEDULE 80 PVC I APARTMENT ® w� 2" SCHEDULE 80 PVC ® _ BUILDING BUILDING _ SUPPLEMENTAL PRESSURE IRRIGATION NOTES I I n � PRLPOSED CONSTRUCT 229 LF OF 2" I M A RTMENTIL PUMP STATION 1. PRESSURE IRRIGATION MAINS SHOWN FOR UTILITY COORDINATION ONLY. SEE LANDSCAPE 4 78, SCHEDULE 80 PVC z I BUILDING DETAIL, I SEE SHEET DRAWINGS BY RODNEY EVANS + PARTNERS, LLC FOR ALL LINE SIZES, FITTINGS, AND o I C-6.2 AND DETAILS APPURTENANCES. � I I o+ ON SHEET CD-2.0 & AP AP AP AP D CD-3.0 2. THE PRESSURE IRRIGATION SYSTEM WILL BE OWNED BY THE LENNON POINTE HOA. U T ;�_7 W W \ I J - - - - - qA I I m I CONSTRUCT 15 LF OF J 4.05' I „ 3. THE PRIMARY WATER SOURCE FOR THE PRESSURE IRRIGATION SYSTEM SHALL BE SURFACE ' I I I 2 SCHEDULE 80 PVC AP AP A AP A P A . I WATER CANAL OWNED AND OPERATED BY NMID. THE THE BACK UP WATER SOURCE FOR ♦ CONSTRUCT 59 LF OF p SEE SUPPLEMENTAL � — — — — CONSTRUCT173 LF OF - _ _ �� ACHD SD-611 THE PRESSURE IRRIGATION SYSTEM WILL BE CITY OF MERIDIAN WATER. A REDUCED PRESSURE IRRIGATION 2 SCHEDULE 80 PVC, _ PRESSURE BACK-FLOW ASSEMBLY (RPBA) SHALL BE INSTALLED PER DETAIL 4, SHEET CD-2.0. O �;\ 1' �' " 2" SCHEDULE 80 PVC IRRIGATION MANHOLE !� — — — — NOTE 4 w w w w SEE NOTE 4 - RPBA MUST BE APPROVED BY THE STATE OF IDAHO, DEPARTMENT OF ENVIRONMENTAL O Y o CONSTRUCT 179 LF OF W PEBBLESTONE LN w w II 7.43' I QUALITY AND MERIDIAN WATER DEPARTMENT. O O M ' r 2" SCHEDULE 80 PVC I I ,'� CONSTRUCT 77 LF OF II Z 00 PROPOSED '� 2" SCHEDULE 80 PVC 1 2" WATER METER & 1 2" 4. ALL PRESSURE IRRIGATION MAIN CROSSINGS OF PUBLIC RIGHTS OF WAY PRIVATE J Z I � CONSTRUCT 107 LF OF COMMERCIAL BUILDING 2" SCHEDULE 80 PVC � - � WATER SETTER PER Q - I jICN'4 CONSTRUCT 52 LF OF I� ROADWAYS, AND TRAVEL WAYS SHALL BE SLEEVED WITH C-900 PIPE AND HAVE VALVES�- IR oSTANDARD DETAIL W4 00 W2" SCHEDULE 80 PVC _________________________________________ + PLACED 10 FEET OUTSIDE OF THE RIGHT OF WAY OR TRAVEL WAY. U�SEE SUPPLEMENTAL - — IRR I R IRR ' 00 _ (SHEET CD-10.0) OZ O m PRESSURE IRRIGATION „ ,� 0.50 I �I N TE 4 nn �" I PROPOSEL I SEE SUPPLEMENTAL U �4.03' 0 I � I PRESSURE IRRIGATION IRRIGATION LEGENDZi /NHMAPq I I I— — _ — — — —_ � — TOV� NOTE4 _ _ _ IRR IRR IRR IR =- __�---_ -___ - - — w I ROPOSED— — — — ! I ' - - - - - ■ ® IRRIGATION VALVE ; 13.16'- i i TOWNHOMES I ACHD SD-611 I CONSTRUCT 36 LF OF 60 Q IRRIGATION MANHOLE (ACHD SD-611)SEE SUPPLEMENTAL IRRIGATION MANHOLE 2" SCHEDULE 80 PVC I I I ! ; m , I I -- ------------------- I PRESSURE IRRIGATION J � - - III-'' CONSTRUCT 207 LF OF ' CONSTRUCT 49 LF OF -- ----------------------� NOTE 4 I 2 SCHEDULE 80 PVC I 2 SCHEDULE 80 PVC CONSTRUCT 9 LF OF SCHEDULE 80 PVC I I 2 I II I I I I PROPOSED _ _ _ � _ - I I ' I N N N M N N M Lo z ' , I - - , w - ; _ _ PROPOSED w o N N w C I I I I , - - - r- In M rn LO i M IIi n II PROPOSED I , w , TOWNHOMES I PROPOSED i I i TOWNHOMES I + �' q �' C° `° `� Q II _ _ 16.-- 16.02 TOWNHOMES I I I co ' o ' ; �T1 I ��TOWNHOMES i --------- -_-_---- I II i i I I LO corn t L6 c6 r� 4 0 ri __ o 11 I I I i I I ___ - ____________ � PUMP STATION OVERFLOW 0 Y 0 c0 0 c0 c0 ca I ! , I I 6.39 _ _ ' I i PROPOSED I r= -------------------�� TO KELLOGG DRAIN. SEE 0 2 0 2 , Z SHEET C-6.2 FOR w 0 w 0 - TOWNHOMES CONSTRUCT 306 LF OF •••� N I OVERFLOW PIPING PLAN. w � M � P_ Lo / I CONSTRUCT 192 LF OF I I , I I ��. . ■ > w w ci ' ! ' I I ' I ' ; I I , 2 SCHEDULE 80 PVC 0 , PROPOSED w Of J J co ' ! 2 SCHEDULE 80 PVC ' w I I- - Of 0 0 En I ! I ' I -_-_-----_--- _ _ _ _ - ; Z I TOWNHOME, z - CONSTRUCT 443 LF OF w w z Q °Q >- 0 A I I ---------- ---- L I V I „ > > Q U U (n _. i A ' I I __________________—__ T I I I 2 SCHEDULE 80 PVC w� w� c o o J > L I / I. I I — w 0 I I I I I I I I N ---------------------- //ice I H H w w Of w � Q Q' ' '� I I --J� PROPOSED I _ i ' ' I�r=---------------------1 w w w 2 w 2 0 - - - - - I o I J JLL Ix LL � LL TOWNHOMES I PROPOSED I ' 0 0 0 0 0 0 0 0 o \I\ , `� \ I I ' TOWNHOME, , -or 1'' � 4 PROPOSED LO rn 0 a - Q Of b \ \.`� \`�"p \ \ Cr _________ - - ___ III= I PRESSURE IRRIGATION MAIN, � C TOWNHOME� o v i \\\ �� \ \ \ -I ' ' I ~- SEE SUPPLEMENTAL PRESSURE I i I I N M It LO CD rl- o, z = p CONSTRUCT 36 LF OF , I L_ r I I I IRRIGATION NOTE 1 � m I I � ` � �� I I I F� — � � 2 SCHEDULE 80 PVC I C7 _ _ _ _ - - o i I \\\ �� \ \ I Z I I - - PROPOSEDI� \`` ��, \\ I i TOWNHOMES CDI - - - -I w I o ILN z z z TOWNHOMES I I I I _ I i PROPOSED o I� \ II I r TOWNHOMES o I I Z Z U ' TOWNHOME N , � I, I I- 1I a Cl)oW U=LD PROPOSED J IW_ OUj PROFOSED o r TOWI$IHOMES, ; PR POSEDN 7.00 TOWNHOME ¢a\ I CONSTRUCT 136 LF OF PER ACHD SD-611 IRRIGATION MANHOLE - - - - - - I ' I - - - PER ACHD SD-611 . `--- --------------- 2 SCHEDULE 80 PVC ® - - --------1 SEE SUPPLEMENTAL "� W NDON �LN- W W PRESSURE IRRIGATION / � ' _ �� Il 2N� NOTE 4 —� % ,1� X �. ■ I Li z z ��I �r` I \ �\ i r—I- -I fi t -1� - SEE SUPPLEMENTAL 16+00 O W o I I \ \�- CONSTRUCT 53 LF OF PRESSURE IRRIGATION _ 0^ U) Z `r� \ � - n � � � vd —w w � h I L.L \\ 2 SCHEDULE 80 PVC ' - - NOTE 4 - - - - O U' I _JRf_ I}�R— IRR— IRR IRR IRR — IRR IRR I R------_- d 4 7 ,_ I �� TKELLO'GG DRAIN: REFER TO z— 7.47 " CHD APPROVED PLANS DATED J ; I \� C%4 I PROPOSED PROPOSED I PROPOSED IA 4-23-25 OR DESIGN z m Q W CD 0 ?. I \ CONSTRUCT 245 LF OF CONSTRUCT 61 LF OF , , TOWNHOME TOWNHOME I TOWNHOME �A SPECIFICATIONS z 2 SCHEDULE 80 PVC 2" SCHEDULE 80 PVC ' "o I' T--------- ' ---__—J W 0 O IKK IRR I R IRR + IRR IRR 5.21 J 0 0) C CONSTRUCT 35 LF OF CONSTRUCT 190 LF OF 2" SCHEDULE 80 PVC 2" SCHEDULE 80 PVC Plans Are Accepted For Public L Street Construction Ss�o�"L fa By stamping and signing the improvement plena.the Limsed �� C'j�►e^ IRRIGATION PLAN Design Professional ensures the District that the plans conform 4 o to all District policies and standards. variances or waivers must SHEET NO: SCALE: 1" = 40' 15461 z Aocep specifically the previously by the District does not g C—6■ 1 >, o ao ao relieve the Ucen °Design Professional of these responsibilities. OF N Feet BY r C.�> � DATE: 05/13/2025 DATE: .F N ADwCOUNTY HIGHWAY DISTRICT 191 hyK 1 05-12-2025 0 �;� ` e1 5 °•da PAGE NO: 1559500690 40 OF 69 CD Z J O PROPOSED IRRIGATION MANHOLE U ce REPLACE EXISTING IRRIGATION ACHD SD-611 STRUCTURE WITH 4' x 4' STANDARD 18" PVC INV. IN (N) = 2567.33' w IRRIGATION BOX I 18" PVC INV. OUT (S) = 2567.23' c! LU 18" PVC INV. IN (E) - 2570.50' PROPOSED CLEARWATER RIM = 2572.61' 18" PVC INV. OUT (W) - 2570.30' SCREEN AND WET WELL STRUCTURE, KELLOGG DRAIN STRUCTURE EXISTING 18" PVC DETAIL 1 , SHEET CD-6.0 PROPOSED IRRIGATION PROPOSED 4'x4' STANDARD IRRIGATION PIPE EASEMENT, SEE NOTE 3 359 LF OF 18" PVC OVERFLOW PIPE I IRRIGATION BOX, ACHD SD-619 PROPOSED PUMP STATION, AT 0.5% SLOPE TO KELLOGG DRAIN I 18" INV. IN (N) = 2565.44' DETAILS, SHEET CD-7.0 24" INV. IN (E) =2563.82' (ESTIMATED) 11 FT OF 18" PVC PIPE oo 24" INV. OUT (W) = 2563.82' AT 2.0% SLOPE o r----------- --------- +00 13+00 14+00 15+00 fir' o ! _= BI___-- I aaI aaI aaI aaI aaI aaI aaI aaI a aaI aaI aaI aai aai aai aaI aaI IRR IRR IRR 2572 NNI ziML T ------� T-----� ------- r-- ----T ----T —_— -- ----- I 72 I I I J 60 LF OF 18" PVC OVERFLOW PIPE ; 00 �I - PROPOSED WEIR BOX, AT 0.5% SLOPE TO KELLOGG DRAIN 2" IRRIGATION MAIN LINE, i + /DETAILS, SHEET CD-5.0 REFER TO LANDSCAPE / I � III O � PROPOSED 4'x4' IRRIGATIONas PROPOSED IRRIGATION MANHOLE PLANS FOR FURTHER I I � fn SEE INSET, THIS SHEET DETAIL I Y o BOX, ACHD SD-619 ACHD SD-611 KELLOGG DRAIN 3 I O a 18" PVC INV. IN (E) = 2570.11' _ - I 18" PVC INV. IN (N) = 2567.73' 24" CMP PIPE I I I C� M 1 Z00 18 PVC INV. OUT (S) = 2568.89 18 PVC INV. OUT (S) = 2567.63 I I 1 1 - -- - z AII a l � i I RIM =257�58' I l i I I I Z) Co W i -;-- ------ j J a - �_ IRRIGATION DIVERSION PLAN Cn o N U to SCALE: 1" = 30' o so 60 Feet 13�Z � W PUMP STATION NOTES ~ REPLACE EXISTING STANDARD W 2580 IR IG TIO B X PR POSE IR OX 2580 Rb- 1. COORDINATE OVERFLOW TIE IN WITH KELLOGG DRAIN T ND RAG P RC P- LE AR\ VAT RELOCATION CONSTRUCTION. 2575 SC EE ER C D S -611 _ W 2575 N N N M M Lo N N N M N N C" N 0- IS NC C D- 19 - - � LoMNMLoNM � 0- - - - - - - - - 2. GRAVITY IRRIGATION PIPE TO BE SDR-35 PVC. N o C� 9 - - 9 C� Q = p Tj— — — — — — — — — _ _ _ 1 4 F 3. PROPOSED IRRIGATION EASEMENT SHALL BE IN FAVOR OF THE 0 Y v czi czi czi 0 m CU 2570 ° 2570 LENNON POINTE HOME OWNER'S ASSOCIATION. 0. 0% 24" KELLOGG w o w o E EV 57 .30 LU U) U) � 8 T 0 18 DRAIN PIPE W w M w 2565 ° o 2565 o v o v z M W W Z Q } Q > O F04 N — W W Q (� N (� W + (0 > 0 > 0 J L j CV N LO (O Z Z W W W oEE tj W W W .2 W O (n Q + CO LL L 2560 w I- w ti C" 2560 c c 0 0 0 0 0 0 0 } � 0 W Lr) LO o ~ U U w W co rn U Q Q 5. ° w Q 2555-i N M � Lo CD `' CO00 U 2555 co c 2 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 N O O IRRIGATION DIVERSION PROFILE N 0 Z Z Z 0 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' o c 0 0 0 J CLEARWATER SCREEN AND 0 W I w ga w = a o WET WELL STRUCTURE, a ° I ° I Ia N DETAIL 1 , SHEET CD-6.0 18" OVERFLOW TO KELLOGG o DRAIN Z U ♦ • a' O Cl) LU O 0 11+00 W J N I z z W LL E O _ O I I C� 0 u Q a. 3.3 FT z Z O08v I T— aaI aaI Iaal I aaI aaI aaI aaI a CO O CITY WATER METER WITH z Z Cn o \�� I CURB STOP PER STANDARD W ~ Q 0 / i DETAIL W4 J Q J c� . a PROPOSED WEIR BOX, �� REDUCED PRESSURE I SEE DETAILS SHEET 0 CD-5.0 01 I BACK-FLOW ASSEMBLY, SEE --r — — — — Plans Are Accepted For Public / DETAIL 4, SHEET CD-2.0 Street Construction ASS\ONAL FNc ENSFp N / By stamping and signing the improvement plans.the Licensed a� 0 P R E-FAB RI CAT E D PUMP Design Professional ensures the District that the plans conform SHEET NO: aaI aaI— aaI aaI aaI aaI aaI aaI aaI aaI aI aaI aaI aaI aaI aaI as aaI aaI W W -foallDistrict icies and standards. variances or waivers must 15461 o — HOUSE. SEE D��'AILS �� 1-3, SHEET C D-7.0 I R R I GAT I O N MAINLINE PROP O S E D EASEMENT M be spocftwly and previously approved by the District in writing. C-6'.2 0 IRRIGATION VALVE BOX, Z Acceptance of the improvement plans by the District does not J+> �O T SEE DETAIL 4, SHEET I relieve the ucenpd Design Professional of these r�esponsibilides. �G'9T£Of\OP �.�' ---------- ---------------- --------------- -------- --- --- ---------- CD-2.0 ------------- -- I ,� �_ 05/13/2025 �T F. NORRk. DATE: L SHEET INSET oATe: _ _ 2025 N � � BY r �evK�,�No„eI ADJ OUNTY HIGHWAY DISTRICT P SCALE: 1" = 3' � oMezos�o@zNstl1gI""' o PAGE NO: 41 OF 69 LD Z i PROPOSED STREETLIGHT 56368C, TYPE 1 PER STANDARD DRAWING T1 CITY OF MERIDIAN STANDARD NOTES - STREET LIGHTING EXISTING STREETLIGHT, TYPE 1 PROPOSED STREETLIGHT 56369C, WEST USTICK ROAD TYPE 1 PER STANDARD DRAWING T1 ZO � _ I 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT U O PIP I r m • • •. °'s 1i ° • VERSION OF THE ISPWC THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC z LD �0- \iIR : RR \ R + IRR R IRR ir.' •° • •° e s AND THE NATIONAL ELECTRIC CODE. Lu \i \i G \ �\ �\ i\ UrF :i \i \: \i 2 USE 7-��\ � -- � 26 i I' I I i I A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK U w _ --- - °o°o?. o• --- - -000ao. �o portal.merldlancl y o g Itlzenaccess/TO I . - 00 ° —' THE ONLINE CITIZEN PORTAL AT https://citizen t r /c � �Q OPEN A PERMIT AND REQUEST INSPECTIONS. O w 00 PROPOSED COMMERCIAL �• ° PROPOSED I z ' 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, I o w - + PROPOSED ° ' s BUILDING . o- o . APARTMENT �Of BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. f- APARTMENT ° o0 BUILDING I z 000 0 40 I° w BUILDING ° Qo _ o : Y 0 . • ' 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE a : 1, IU o . HYDRANTS AND 2' MIN. FROM WATER METERS. 000 wi A I ss ss ss — ss — ss • I-.� \°' GAS- S� A GAS- G,�p�:�--kJOSF8 I �� 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS z — �9s PROPOSED STREETLIGHT 56370C, TYPE 2 BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT OR (� I O � '.�; �� ~� \ .• LLLLLLLLLLLLL �.: J �r r� - - - - SS W _ w _ • LLLLLLLLLLLLLLLLLLLLLLLLL �� O I LLLLLLLLLLLLLLL o SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO J -t�-� / 9 •� LLLLLLLL LLLLLLLLLLLLL O LL-LLLLLLLLLLLLLLLLLLLLLLLL • = �r~ ' ♦ GG LLLL LLLL LLLL LLLLL LLLL O I L LLLLL LLLLLLLLLLLL • LLLLLLLLLLLLLLLLLLLLLLL o REQUESTING FINAL INSPECTION. � r �I. LLLL LLLL L LLLL .. F_G F F-G F-0 F_G •• • + • { I I •+ rc I..L UGE UGE I 1 + 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR \ ° GAS GAS GAS I�' s GA GAS G S � I II �� QUESTIONS REGARDING UTILITY CONFLIGHTS, OR TO ACCESS LOCKED METER PEDESTALS. Cn \ � •° o;•o 00000 FP N 0 _ w _ w -193'_ w W PEBBLESTONE- w - U I` D ,'� \ ��,~r~ ROPOSED ss S� �� 14�-�, w 9s w -DRIVE (PUBLIC) M C� p M W PEBBLESTONE LN ;S Z z 00 ' I � �� COMM�pr'InI BUILDING 1 LLLLLL LLLLL �� SS S — SS SS SS z STREET CLASSIFICATIONS J { Q ..e 1 � ` � ' PROPOSED STREETLIGHT 56371 C, TYPE 2 � I � *• � =F-G�= -,v;F \� � — � � Co W _ 1 STREET FROM - TO PEDESTRIAN CLASS U) I F-O '- F- " ~ F-O F- " • • O •F G O.0 O O O G O O ♦ 1 Q b �33333 mrR G'oil GAS GAS r G - , cod �p 000°000 00. I LINDER CHINDEN -CLOVERDALE LOW O m I LLLLLLLLLLLLLLLLLLLL2O1'LLLLLLLLLL ° ° '�J1` �FUGE • • ss �� • U I � � L �L`4 '-�-' SE USTICK STAR- CLOVERDALE LOW LLLLLCZLCLLZLCLLZLCLLLLLLLLLLLLL O M M PROPOSED STREETLIGHT 56372C, TYPE 2 PROPOSED STORMWATER Z ILLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LL Ali -_� - - � Ills mI I INFRASTRUCTURE LL — — — — — -- -__- ____ = RR PROPOSED PROF + w IRR IRR IRR RR _ _ —_ \ � m P I — I I U) m � \" ' � � TOWNHOMES mI I � I TOWNHOMES FIXTURE LIST ------- + • /V (�� ' Ik D l Z I I �,, _ _ _� � TYPE 1 AND DAVIT POLE LIGHTING PROPOSED STREETLIGHT 56373C, TYPE 2 •�° • mo m ' I' ARTERIAL ROAD LIGHTING SHALL BE AMERICAN ELECTRIC ATBO, 15000-18000 LUMEN, 125+ WATT, PROPOSED ! D FOWNHOMES III TOWNHOME PROPOSED N a I I !� BLACK FIXTURE OR CITY OF MERIDIAN APPROVED EQUAL. N N N M M 11� m) I a ! [C d N N N M N N C, N w � I ;! z26' I I PROPOSED ry - ,- �, �, N �, �, N �, _q III A:CO GA r TOWNHOME N o N 9 — 10 N Q ' I I "N m-~ s + + . • • ' I° I TOWNHOMES TYPE 2 LIGHTING co ri o w I C)C�C3 I Y I INTERIOR LIGHTING SHALL BE COOPER/STREETWORKS USSL 4000-6000 LUMEN 115+ WATT CD' 3 D _ _ ' ' ' U O Z�ll U U U U U m I D + + UGE JLL +� BRONZE FIXTURE OR CITY OF MERIDIAN APPROVED EQUAL. F- / G G + + c c � , I AS�'GA 1 � Z ' - : 28 - PROPOSED D 0 w 0 1 Fw \ ;\ i D TOWNHOMES I mI .,.�.,. _� w c) U vi U CD PROPOSED STORMWATER o I > w M w v , �� PROPOSED STREETLIGHT 56367C, m I = Of w + TYPE DAVIT POLE PER STANDARD GAS GA s ' _ INFRASTRUCTURE z PROPOSED w 0 _ + + + CCw mI I TOWNHOMES w w Z Q > Q o 0 U p U Z ' m -- _ I II » a � � N � I +� + DRAWING T4 > CO I I ®QQ � + • AS •G• GA G S GIlion W W > J w Fj w /.y.y.� 2 > w w > c I UGE w w W 2 w 2 0 PROPOSED � • 0002f2RSt900. 00 � mo D49 J J � Q' LL �' LL � L i I � ---- - !----4� Z TOWNHOMES I I o o 0 0 ° 0 0- o \i \` r� I LLL PROPOSED IN�� } _ _PROPOSED STREETLIGHT 56377C, TYPE 2 1 b Q U ; • ' + . --\ PROPOSED STREETLIGHT 56374C, LLL 1 TOWNHOMES m �33 : I14 10 rn v ¢ 5 ¢ 0 Q ; I TYPE 2 LLLL Gin . .LL � . . + + � — TOWNHOMES o LLLL � m so 1 � N mh t 0 m0 I— w Z II • ` u III LLLL I = I 1 I + + GAS A G s D h \ \ LLLL O I LLLL LLLLL ' D GE F S I + + o \ \ LLLL I Z' PROPOSED Cu 1 �I LLLL _ �I TOWNHOMES e o r ��' LLLL `�''' PROPOSED N o r O I r Iy LLLL m 1 I , I I I N LLLL ; TOWNHOM Z Z Z _ I LLLL I I I ' N PROPOSED d '� II s 0000 � :11, li o � U Y Y \C — NCO + + ' A3 G s TOWNHOMES �! o 0 UGE 0 W O 1q ° ° F-p r I O W W �..r.�r-r� E US LLLL ,I Z Y ' Er _ II LLLL I LL + PROPOSED s D o Z Cn w I L L LLL U N .> L L LLLLL I ' TOWNHOME �T + + �'' a 0 o v 9O ; I \ r_c ar ' LLLLL > C PROPOSED s > u ---�---� .p I LLLLL I II OOp000° oo• ' � � PROPOSED N , ^E�� --LLLLL C- T(l\n/nIunhfiCC / d o i i \� �� _ \1 LLLLL PROPOSED STREETLIGHT 56375C, TYPE 2 ' ° �� TOWNHOME cn I ------� T L. i - o I w I �r �� ` �J PROPOSED STREETLIGHT 56376C, TYPE 2*TUT LL IT — �� 1 rn I I 14 O : .... " - GAS- GAI •.� GAS G V �r r J CC w - w - -w 212' ` - - w SS SS Z a. �8° a W SINDON LN ,;, - _ _ SS O I I O. 4 1 \ w __w LL U -- C' U I R IRR IRR I R �� RR I -33'--I R + I Z Q W ��r�r�� , j ------ �r�� I "` PROPOSED z m �T r �c Ir 1,O TOWNHOME PROPOSED PROPOSED A a _j , ��1 I t w I �� TOWNHOME TOWNHOME Li PROPOSED STREETLIGHT 56366C, � I I G W (n W o TYPE DAVIT POLE PER STANDARD _ _ 1 \•:_ _ I_ I_ _ _L PROPOSED STORMWATER _ IRR IRR J uj 0 DRAWING T4 � I INFRASTRUCTURE � T m) _ 0 I m 0 U NAL N OCE SFFNGi PUBLIC STREETLIGHT PLAN 4�0 o y�� SHEET NO: 0 SCALE: 1" = 40' 15461 z 0 40 80 f►, �O C—7. 1 Feet 'F(��T£Of��P��' DATE: J �T F• NORR 05-12-2025 i L mD N / ea oy rcun rvorreii F>� se ow�drom p PAGE NO: oe,esossos s soo aosoo 42 OF 69 PLACE CONCRETE & CURSHED BASE CD 2' - 0" z PER SD-709 REQUIREMENTS (WHEN APPLICABLE) 2'-0" 10 J " 1' - 2" 2'-0" R 1/2" 10" 1'-2" 1" BATTER z a R1/2 6" 1'-6" 0 O R1" PLACE CONCRETE _ ' _ z AND CRUSHED BASE PLACE CONCRETE IOC PER SD-709 R1/4" AND CRUSHED BASE H 1" BATTER _ (WHEN APPLICABLE) PER SD - 709 co R3 1/2" °�`n (WHEN APPLICABLE) R"' w � ± 1/2 R1/2" N +i FLOWLINE n +I R 1/2" D - r-:v O D 0416 `n LO CO D ° D M D ° - _ oD ° j D co D ci ° ° D D N D 6" 4" AGGREGATE BASE ° ° N c D ° U D D � ° J ° 4" AGGREGATE BASE NOTES: 6 6 4" AGGREGATE BASE O 1. GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND THE PUBLIC AGENCY HAVING Y O JURISDICTION. NOTES: 2. BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL. PLACE AS SPECIFIED AND NOTES Z O M PAID UNDER SECTION-802 ISPWC. COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. 1. GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND THE PUBLIC AGENCY HAVING Z 3. SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. PLACEMENT DEPTH JURISDICTION. 1. THIS CURB TYPE IS FOR USE WITH BMP 34 PERMEABLE INTERLOCKING CONCRETE PAVERS (PICP) ONLY. Z PER PLAN OR AS DIRECTED AND PAID UNDER SECTION-801 ISPWC.; COMPACTION SHALL MEET REQUIREMENTS OF J 2. BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL. PLACE AS SPECIFIED AND 2. BASE: 4 - INCH COMPACTED DEPTH OF a- INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACED � m LLI SECTION 801-ISPWC. PAID UNDER SECTION-802 ISPWC. COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. AS SPECIFIED AND PAID UNDER SECTION - 802 ISPWC: COMPACTED TO EXCEED 95% OF STANDARD U) § (n 4. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING (OR CONSISTENT WITH 2X 3. SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. PLACEMENT DEPTH PROCTOR. Z SIDEWALK WIDTH FOR SCORE SPACING). PER PLAN OR AS DIRECTED AND PAID UNDER SECTION-801 ISPWC.; COMPACTION SHALL MEET REQUIREMENTS OF 3. SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. `cV m 5. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. SECTION 801-ISPWC. PLACEMENT DEPTH PER PLAN OR AS DIRECTED AND PAID UNDER SECTION - 801 ISPWC; COMPACTION 6. BACKFILL AS PER SECTION-706. 4. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING (OR CONSISTENT WITH 2X SHALL MEET REQUIREMENTS OF SECTION 801 - ISPWC. � 7. SECURE RIGHT-OF WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. SIDEWALK WIDTH FOR SCORE SPACING). 4. CONTINUOUS PLACEMENT REQUIRED UNLESS APPROVED IN WRITING BY ACHD. SCORE INTERVALS AT 10 w 8. STANDARD CURB TO BE USED ON: 5. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. - FEET MAXIMUM SPACING OR 2X SIDEWALK WIDTH PER ISPWC SECT 703. 1. COLLECTOR AND ARTERIAL STREETS, UNLESS OTHERWISE INDICATED 6. BACKFILL AS PER SECTION-706. 5. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. LU 2. ALL RADII PLUS 5-FEET EACH END WITH 2-FEET TRANSITION TO ROLLED CURB. 7. SECURE RIGHT-OF WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. 6. BACKFILL AS PER ISPWC SECTION - 706. 3. TO MATCH EXISTING CURBS. 8. USE ROLLED CURB IN RESIDENTIAL AREAS WHEN LOCAL JURISDICTION REQUIRES VERTICAL CURB AT INTERSECTION. 7. SECURE RIGHT - OF - WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT - OF - WAY. 4. SEE SD-709 FOR CURB CONSTRUCTION WHEN SIDEWALK IS INCLUDED. VERTICAL CURB LENGTH TO BE FULL RADIUS PLUS 5 FEET AT EACH END. TRANSITION LENGTH FROM ROLLED CURB TO VERTICAL CURB 2 FEET. 0) N A N In N co N N N CI) N N 0 N w N o N (O (O N CU 0 Op M 4 :n (O I-L � 0 Q 1 SD-701 6" VERTICAL CURB AND GUTTER DETAIL 2 SD-702 3" ROLLED CURB AND GUTTER DETAIL 3 SD-702R 3" REVERSE PAN ROLLED CURB Z O Y Z Z Z Z Z U CD-1.0 (2017 ACHD SUPPLEMENT) CD-1.0 (2017 ACHD SUPPLEMENT) CD-1.0 (2017 SCALE: NTS SCALE: NTS SCALE: NTACHD SUPPLEMENT) LU O LU O o 2 0 2 wcoMcn � N NOTES: NOTE: o U o U z 0, VERTICAL CURB & GUTTER TO BE USED AT ALL CURB w w z o o 0 RETURNS WITH X" EXPANSION JOINT AT BOTH ENDS > > a a N CU 1. TO THE MAXIMUM EXTENT POSSIBLE, THE TWS UNITS SHALL BE ORIENTATED w w o 0 0 > OF CURB RETURN AND EDGES OF WHEEL CHAIR �� - _j w SUCH THAT THE ROWS OF IN-LINE TRUNCATED DOMES ARE PARALLEL WITH •»•»•»•» _ ITS I.0 w Of w O a IY gttgtt:„:„ - z RAMP. �$ z z j w j w > THE DIRECTION OF THE RAMP SURFACE. THE TWS SHALL BE 24" IN THE /IiEffifflu N � TRP w w w w 2 w 2 °0 DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE CURB RAMP, 5W O o O o O a LANDING OR BLENDED TRANSITION. OR � _ = Q 0 PERPENDICULAR RAMP F, co a a 0 5 THICK CONCRETE 2. TWS UNITS SHALL BE TAMPED OR VIBRATED INTO FRESH CONRETE TO Q 6 STANDARD CURB ENSURE THAT THERE ARE NO VOIDS OR AIR POCKETS AND THE FIELD LEVEL ,�, O U AND GUTTER 1.75% ± 0.25% � �'� � a " • J � N `'� � :n (° '- °° z �, 3. OF THE TWS UNIT IS FLUSH TO THE ADJACENT CONCRETE SURFACE. THE F/�� TWS UNIT MUST BE PRE-MANUFACTURED AND MEET THE DIMENSIONS AND X a� SPACING SHOWN. INSTALLATION IS TO BE PER MANUFACTURES ° _ 4 0 SPECIFICATIONS. SURFACE IS TO BE A STANDARD COLOR OF YELLOW. °"°"°"°" O .»°»°»°» .».».».» .».».».» --- z z z • ; • 4" OF 3/4" MINUS CRUSHED BASE � :� N � N MATERIAL AS PER SECTION-800 0 3. THE TWS UNIT SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB -- - o U Y Y LINE IS 6" MINIMUM AND 8" MAXIMUM FROM THE CURB FACE. THE TWS MUST V o EXTEND SUBGRADE & BASE A o O SPAN THE FULL WIDTH OF THE RAMP OPENING. RIE w 0 w 6" BEYOND CURB SKEWED RAMP S °z 3 z w of 3" ROLLED CURB N 5" THICK CONCRETE I I v'C 4. DETECTABLE WARNING SHALL HAVE A DIAMETER OF 50% TO 65% OF THE A � w = a o AND GUTTER 1.75% ± 0.25% 12 3.1 G a U o BASE DIAMETER OF DOME. :' O O 6 VERTICAL CURB TO HORIZONTAL TRANSITION P . o 4" OF 3/4" MINUS CRUSHED BASE MIN. MAX. NOTE B O° O° O° O° I I I CD-1.0 SCALE: NTS L w MATERIAL AS PER SECTION-800 A 1 %" 2 %" Qo Qo QoTOM EXTEND SUBGRADE & BASE B 8 1 16" A I B I I W NOTES: 6" BEYOND CURB + Z J DOME SECTION Z O 0 O 1. LOCATION GRADE AND WIDTH TO BE ESTABLISHED OR APPROVED BY THE OWNER. �` �j DOME SPACING TURNING O 2. BASE TO BE COMPACTED TO EXCEED 95% OF STANDARD DENSITY.. SPACE z > W U 16 U 3. SLOPE SIDEWALK TOWARD THE STREET NOT TO EXCEED 1.75% ± 0.25% UNLESS OTHERWISE SPECIFIED BY THE OWNER. O" TO 2" �� W O 0 7, Z w 4. SCORE AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 5 FEET SPACING. Z � J (n > G �= W c9 5. 1/2" TRANSVERSE PREFORMED BITUMINOUS JOINTS AT THE TERMINUS POINTS FOR CURVE AND WHERE SIDEWALK IS 0) PLACED BETWEEN TWO PERMANENT FOUNDATIONS. PLACE 1/2" EXPANSION JOINT MATERIAL ALONG THE BACK OF WALK - THE FULL LENGTH. - o CLEAR SPACE v 6. DRIVEWAY APPROACH ACROSS PLANTER STRIP TO BE 5" MINIMUM CONCRETE OVER 4" OF 3/4" MINUS CRUSHED BASE. SECTION C-C RAMP Plans Are Accepted For Public E Street Construction - - SS�ONAL Fa RAMP WITH VERTICAL CURB o�� EN By ciy BDyesiggnn Proffessional ennssurreeslthee District teplim,�s oonb WNW rm 4� o to all District polices and standards. variances or waivers must 15461 SHEET N O: SD-712 TACTILE WARNING SURFACE be spedflcally and previously approved by the OisUict in writing. CD-1 .0 z kwptance of the improvement plans by the District does not J j �� 4 S D-70 9 CURB AND SIDEWALK DETAIL 5 (TWS) FOR PEDESTRIAN ACCESS relieve the i_icen Design Professional of these responsibilities. '�G�T F.pNORR�v� DATE: CD-1.0 (2017 ACHD SUPPLEMENT) CD-1.0 (2017 ACHD SUPPLEMENT) BY DATE: 05-12-2025 SCALE: NTS SCALE: NTS AD OUNTY HIGHWAY DISTRICT °e°°"°e11"° Sre11� 9d°m PAGE NO: ,soosoo 45 OF 69 C7 Z 5' CONCRETE SIDEWALK S CONCRETE SIDEWALK H RIGHT - OF - WAY WIDTH = 47FT J A Z3 5' WIDTH 5' WIDTH z tZ SIDEWALK STREET WIDTH BACK OF CURB TO BACK OF CURB = 33FT SIDEWALK ZD . . tY 2 CENTER CROWN BETWEEN CURBS CD _ 2% MAX � 20 2 MAX L . W W z • . o z o .o. o.O J w LEGEND 4 3 1.5% ± 0.5% (2% MAX. SLOPE) MIDBLOCK O O O < 7.3% ± 1.0% (8.3% MAX. SLOPE) N.T.S. 5 ROADWAY PUBLIC ROAD SECTION 611 5' MINIMUM 611 SCALE: NTS F VARIES INSTALL CURB HO FLUSH WITH RIGHT - OF - WAY WIDTH = 30FT GUTTER PAN 5" CONCRETE RADIUS 'c 5' WIDTH 5' WIDTH N.T.S. ? SIDEWALK STREET WIDTH BACK OF CURB TO BACK OF CURB = 26FT SIDEWALK J NON DIRECTIONAL RAMPS 4" OF 3/4" MINUS ° 2 CENTER CROWN BETWEEN CURBS NOTES: CRUSHED AGG. BASE � 2/_MAX 2% 2% %MP`X w � OA RAMPS FOR CORNERS WITH A MIN. 15' RADII. SECTION A A z 5 r - ,o ,o o ,.o..,. o0 J o�..•,.p o ,.o,,.., o.,.o,,.,.,o, o,.o,,:• o•.;o o�., 0--o,..,,o o ..a,,.. o od. J � � N ao, @ RAMPS ARE CONTAINED WITHIN THE CURB RADIUS. U OF_ � 4 3 Z �Z © RAMP DIMENSIONS, MINIMUM DIMENSION INDICATED MUST ALSO MEET SLOPE CRITERIA IDENTIFIED ABOVE. 1 5 z Z 00 CURB TYPE = STANDARD 6" VERTICAL PER ISPWC SD-701 J Q — THROAT DEPTH = 5.5' FROM FACE OF CURB PRIVATE ROAD SECTION a CO w THROAT WIDTH = 4" MIN. WING = 6' TRAVERSABLE SCALE: NTS N O CO OD RAMPS REQUIRE A MINIMUM 4'X4' LANDING IN SIDEWALK @ 1.5% ± 0.5% (2% MAX. SLOPE) LEGEND Z "t 0� T_ OE RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPE O CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO SD - 709. w Q O 4'X4' FLAT STREET SIDE LANDING - CONCRETE FILLET MAT BE REQUIRED. CONCRETE FILLET MUST HAVE A 2 3" ROLLED CURB AND GUTTER. W THICKNESS OF 8" AS SHOWN ON SD-708. O3 y" PLANT MIX ASPHALT SP-3, PG 58-28 CONCRETE SURFACE COURSE. MINIMUM 2.5 INCHES THICK. @ THIS TYPE OF RAMP MAY BE USED FOR SIDEWALKS IN AREAS THAT DO NOT HAVE ADEQUATE SPACE FOR ® %" CRUSHED AGGREGATE BASE. MINIMUM 4 INCHES THICK. LANDINGS REQUIRED TO MEET ADA. 0) O5 6" MINUS PIT RUN SUBBASE COURSE. MINIMUM 14 INCHES THICK. N N N CO N N C7 N w OH CONCRETE CURB WILL BE PLACED AT THE BACK OF THE RAMP AND ADJOINING SLOPING SIDEWALK. HEIGHT PF r-L L6 A N rn Lo N A � N O N W — — CO CV Q CU CURB WILL BE DETERMINED BY THE ADJACENT PROPERTY BEING TIED INTO. CURB HEIGHT WILL START AT 0" AT NOTES: LO Cp M 4 u; 6 i,� � p o THE TOP OF THE SLOPING SIDEWALK AND WILL VARY AS NECESSARY TO RETAIN THE THE ADJACENT PROPERTY CITY WATER P.O.0 . PER PLAN BEHIND THE CURB. 2-INCH CITY OF MERIDIAN METER ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. v Y v U U U U m o ASSEMBLY PER CITY OF MERIDIAN AO 2 O ALL CONCRETE ADJOINING THE RADIUS WITHIN AND AROUND THE RAMPS SHALL BE 5" THICK WITH 4" OF 3/4. STANDARD DETAIL W4 O STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. 02 p 2 LU C� SEE DETAIL 4 SHEET CD-10.0 B co O U)LU O C RIGHT - OF - WAY WIDTHS AND STREET WIDTHS SET BY LOCAL POLICY AND TYPE OF USE. w w M � p JO THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT EXCEEDING THE O > L w w w N MAXIMUM SLOPES ALLOWED BY ADA. MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE o U o U z 0' DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. > > a a a U) o OE MINIMUM CONCRETE PAVEMENT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE, ACTUAL w w Q w SD-712G PEDESTRIAN RAMP THICKNES SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND SOIL TYPE. SEE SECTION - 700. w wLU w W w W (2017 ACHD SUPPLEMENT) OF STANDARD CURB AND GUTTER RECOMMENDED. WITH ROLL CURB USED BASED ON LOCAL POLICY. SEE SECTION - 700. j ) O p O 0 w 0 w a p O n SCALE: NTS MANUAL DRAIN VALVE PER _ = Q DETAIL © CONCRETE SIDEWALK REQUIRED WIDTH SET BY LOCAL POLICY AND TYPE OF USE. SEE SECTION - 700. o rn a a p OH STREET CORNER RADII SIZES SET BY LOCAL POLICY AND TYPE OF USE. p Q v BACKFLOW PREVENTER "' `' "' `° '- 00 z ASSEMBLY PER DETAIL OI SUPER ELEVATION. VERTICAL CURVE AND HORIZONTAL CURVE REQUIRMENTS BASED ON SIGHT DISTANCE, 2 0/4'-0" VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. p TYPICAL ROADWAY TYPICAL UNIMPROVED AREA o ii TYPICAL ROAD SECTIONS SECTION SECTION 2 CV 0 D-2. CD Y Y.o SCALE: NTS w = 0 w I� �1L17 �1 �� -i� -- o w w > r� � - II- SEE OSHA SECTION 6" CONCRETE SLAB WITH #4 REBAR Z 3 � o T��T�11� �_��I I I' 1926.650-652 REINFORCEMENT AT 12" O.C. SPACING, BOTH ° w � Q 0 w w a q - DIRECTIONS. SURFACE TO BE STAMPED. N TRENCH BACKFILL. } W COLOR AND PATTERN TO BE DETERMINED o IL ENSURE MATERIAL BY OWNER. = IS PROPERLY 1I * O TOOLED SCORE ASPHALT PAVING, PER o COMPACTED / a JUMBO RECTANGULAR PLANS w / VALVE BOX WITH JOINTS, PER PLANS N X = ri 1 . 1 / z LOCKING LID, AS uJ i II? // o SPECIFIED z r-_ �ED ACTUATED 2-INCH GATE VALVE _ O J E o a IIl i / PROGRAMMED TO IRRIGATION z _ 0 a 6 ii� iiiii"ii � / W PLC O Q o 4" Plans Are Accepted For Public — v ? - I I NSTALL TEE WITH GATE VALVE DRAIN ROCK, ( 1 C.F. =III=III=III=11 I I-1 1-1 1-1 1-1 1 _= Street Construction z - W w i a AND HOSE BIB FOR MANUAL MIN.) WRAP WITH -III-III-III-III III-III-III-III-III- -III-III-III-III Q 0 z �� I GRAVITY LINE o BLOW W OFF F -I I I-1 I I-1 I I- 11=1 11=1 11=1 11=1 11=1 I -I 11=1 11=1 11=1 11=1 11= By stamping and signing the improvement Plana,the t tcensed O J p FILTER FABRIC. I I I-1 I I-1 11— I—I I I-1 11=1 11=1 11=1 I I 1=1 11=1 11=1 11=1 11=1 11=1 I I Design Professionai ensures the District that the plans conbrm m J fV �� _ —III—III—I —III=III=III=III—III 11—III—III—III—III—III—III—II1— z 0- w I I I=1 11=1 I I I 1=1 11=1 I I—I 11=1 11= 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I to all District policies and standards. Variances or waivers must � J / TYPICAL SCHEDULE 80 2-INCH Z a I I=1 —III-111-1 I E=d I 1=1 I 1=1 I 1=1 I 1=1 I I= be spedtically and previously approved by the District in writing. (n a / DIAMETER TEE F ROM IRRIGATION I I I-1 I I-1 I I-1 11=1 11=1 11=1 11=1 11= Aoceptance of the improvement plans by the District does not LLB o = / BASE COURSE AS SPECIFIED IN —I 11-1 11— 11-1 11=1 11=1 11=1 11=1 I — ��the�W Design Professional of these responsibilities. J �' / PUMP STATION I I 1-1 11-1 —111=1 11=1 11=1 11=1 11=111 / / 05/13/2025 DETAIL 2, TYPICAL ROAD SECTION III-11-11E=III=III=III=III=III= �,oy {,� / II=11 III—III—III—III=III=III=III BY DATE: L SUBBASE COURSE AS SPECIFIED IN I I I 111-1 11-1 11=1 11=1 11=1 11=1 11= ADa�_tOUNTY HIGHWAY DISTRICT o DETAIL 2, TYPICAL ROAD SECTION =III-III=III=III=III=III-III U PIPE OD FOR NON-METALIC PIPE#12 -III=III=III=III= NAL PIPE BEDDING 12" 12" COPPER INSULATED DIRECT COMPACTED E O SS��CE SfoN y 6" MIN. BURY TRACER WIRE, TYP IRRIGATION MAIN LINE �� C/ SHEET NO: 3 TYPICAL TRENCH SECTION DISTRIBUTION UTION SYSTEM TO IRRIGATION 15461 o CD-2.0 z D-2. SCALE: NTS PRIVATE ROAD STAMPED CONCRETE �(,��TFOF ��`' DATE: L 4 CITY WATER & PRESSURE IRRIGATION CONNECTION 5 PEDESTRIAN CROSSING DETAIL F• NOR 05-12-2025 D D-2. D-2. e° fe PAGE NO: SCALE: NTS SCALE: NTS � .� � o..sossosss0000soo 46 OF 69 C7 2-11 ANGLE ENDS OF FENCE WRAP POSTS AND P) PP0pEp TO TRAP SEDIMENT OVERLAP FABRIC AT ENDS OF FABRIC 14 FLOW DIRECTION, pI�E� �Ip$ �BEEI,TO z = 3"-5" OPEN GRADED ROCK 12 TYPICAL E v�P PATE ST Ov 0 25' MIN. CONSTRUCTION ENTRANCE NOTES: 10 oUT$Ip 2) $EP C� 1. STONE SIZE - 3 TO 5 INCH OPEN GRADED ROCK. 14 ( H n (� ENTRANCE DRIVE 2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 25 FEET. 12 v�I��RS TOP VIEW 10 TSE 3. THICKNESS - NOT LESS THAN 6 INCHES. R 00 VolS pU O INSTALL SUB-BASE OF FREE STITCHED FABRIC GHO fvv UT EP�I,Ep DRAINING BACK-FILL OR ROAD z 4. WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF SLEEVE OVER POST SSol o COB STABILIZATION GEOTEXTILE (US INGRESS OR EGRESS. FILTER FABRIC 314,E EN1815 OAP fINUO GE' RRE FABRIC-US 300NW OR EQUAL) m 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED CONSTRUCTION �I�p ROF�,) ,�EEI, G0��0 HI NC G�p) STRIPPED GROUND LINE (REMOVE FILL SLOPE ORIGINAL P P RS o PIP O vvE TOPSOIL AND ORGANICS PRIOR TO TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC GROUND (f T BP (�P) ro NOT ROACRUSHED STONE PLACEMENT) ON AN AAY. WHEN REA STABILIZED WASHING WITH CRUQUIRED, IT SHALL BE DONE SHED STONE WHICH DRAINS 2"x2" FIR POSTS SLOPE 1IS,, i�ETER BOX LID (pO PROPERTY LINE INTO AN APPROVED TRAP OR SEDIMENT BASIN. ALL SEDIMENT FILTER FABRIC _ Epp Z�Ip PER OX R SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, ENTRANCE DRIVE DITCH, OR WATERCOURSE USING APPROVED METHODS. o PROU 6,, P OF ION PEE F } (11'p TE�EV�'PROF � 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A ? 0 ) PI,�► - CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF - m 0 SEDIMENT ONTO PUBLIC ROADWAYS. THIS MAY REQUIRE z T - P O N — E E - cn PERT DI TOP DRESSING WITH ADDITIONAL STONE A T P MUD TRACKING PAD O C O SS G O S O S 0 P PIP , _ G F N DEMAND AND REPAIR AND/OR LEAN T F ANY E 0 Y CONDITIONS O C OUT O 0 p $ U o CO MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, ''"' ' -_, e� J $� ONO Ns Ur V M DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADWAY o $TP�REP�OOP o. z Z 00 IN $or p , MUST BE REMOVED IMMEDIATELY. UP EQ 7. DRAINAGE - ENTRANCE MUST BE PROPERLY GRADED OR 6'-0" MAX P�R / CO L.LI INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM 6" MIN EXTENSION �E $TEP z0 § O LEAVING THE CONSTRUCTION SITE. 3'-0" MIN OF FABRIC BASE N CO ELEVATION TO TOE OF �P�� \// Z V-7-7.4 CONSTRUCTION FILL SLOPE 1 W TYPICAL SECTION U) CONSTRUCTION ENTRANCE DETAIL w NOTE: •� D-3. SCALE: NTS 1. REMOVE EROSION SEDIMENT WHEN LEVEL REACHES 1 FOOT. PIPE pE AS of I�51 PE 1 2 SILT FENCE DETAIL T EIS°�IIT ox To NGE Pip A, S N 5E�0$� F e� PR IZEO P" $ M N O N M N N N M N N 0 N w cu 2 "3. SCALE: NTS F PGE G 1� IPE ��I AI IPE rn o O E E $ I• N O N CO � � CO N Q o FP��o GPTE P$�o of �� IRRIGATION BOX z v z z z z z z c'3 FoR ��BER�G EE PEA NOTES Y U U U U co coo A / 00000° ° \ A �ENTRIE5' S AO PLACE SUFFICIENT REINFORCING STEEL TO ALLOW FOR o o d o°o°o°o°o°o°o VP Lu ° Lu ° O O O O O O SITE SPECIFIC LOADING CONDITIONS AND ACCOMMODATE w co U U) U N OO SANITARY 00 � � � � U � U z o OO O PIPE PENETRATION. w w 0) O O � � B TYPICAL MANUFACTURER'S SIZING REFERS TO w w z O O0OZOZOZOz000 STRUCTURE INTERIOR DIMENSIONS. w w Lc v N v U) OOOOO � �cu C, o _jw © ONLY INSTALL MANHOLE STEPS IN BOXES 4'X4 (INSIDE w w w w w > o 3 DIMENSIONS) OR LARGER AND AT LEAST 4' DEEP w w w 2 w 2 0 L MEASURED FROM TOP OF BOX. v v O LL 0 w 0 w a }} p O p O a N Lb o ~ U U w 0 v LEGEND 4 3 D-619 STANDARD IRRIGATION BOX w m v PLAN DEVELOPER PROPERTY- D-3 O 1 w 1 2"x4" MARKER AND FINDER WIRE PER SD-512. 2017 ISPWC ACHD SUPPLEMENT N `'' � L0 '� 00 z z SEE PLANS FOR STUB 2 J NTS TERMINATION LOCATION SCALE: NTS o O WATER-TIGHT PLUG OR CAP. -011 N O O E_ DEVELOPER PROPERTY- ram, O3 45° BEND. 6 MIN 5 7 EXTERIOR TRAFFIC N �, SEE PLANS FOR STUB (' ' TERMINATION LOCATION FENCE POST SIGNS (SEE SITE r z z z 0 ' PER PLAN w SIGNAGE SCHEDULE) o V Y Y �o _ n uuuuu LLJ Q z Z Z 00 ° • SET POSITION OF SLEEVE INSTALL 12"x24" DEEP SLEEVE-IT DURING o 2" DIA. GALVANIZED STEEL o Y o J �� o • CONSTRUCTION OF WALL. SET FENCE POST IN = J POST 3 8 IMMEDIATELY BEHIND a o qQ cn w a No a 4 TOPMOST SRW UNIT CONCRETE AFTER BACKFILLING. U) � a o o v N `� = J 9 2,-011 CAP UNIT FILL SLEEVE WITH CONCRETE, O z o ; a CO or 2'-6" SET FENCE POST w O v � wp 0 TANDEMTM UNIT-WALL �x k x� n� Xk� CONCRETE /ASPHALT/ OR o < z a SECTION A-A NOTE HEIGHT PER PLAN by "O�% TOPSOIL, SEE PLAN g I Lu NTS O TOP OF COLLAR TO BE FLUSH FILL AREA BETWEEN x � M v w WITH MANHOLE COVER FACING UNITS WITH d 2 I 2 = • N % CENTERLINE FREE-DRAINING r x xXx z % % SEWER MAIN y„ _ya„ AGGREGATE �,; '� ,xx X x � o :a z J E I LEGEND 7 — O 2.00% SLOPE ° �tix'; N 4 a . FOOTING CONCRETE Q 12" (MIN) OF FREE- 2.00% SLOPE `�,j�DRAINING AGGREGATE O 0 1.00% MIN. ;%�, 1.00% MIN. O1 #4 REBAR HOOPS (2 EACH) SEE SECTION A-A. 10 �'","'" '"V//�'' "" " v � O2 #4 REBAR AT 20" SPACING a , • , ' z 0 W u + O3 SCORES • ' �' O m o J 3 2" (MIN) z Q 3 ® RIM DETAIL A *FENCING SYSTEMS APPROVED FOR USE WITH SLEEVE-IT ARE LIMITED TO THE FOLLOWING HEIGHTS: z WINV. ELEV. AS J ON THE PLANS SHOWN 5 FRAME AND COVER PER SD-507 AND SD-507A NTS A. CHAIN LINK UP TO 8 FEET ABOVE FINISHED GRADE WITH POST SPACING OF 8 FEET (MIN) 7 W — 6 SIGN POST & FOOTING J 0, I O SEE DETAIL A FOR REBAR IN COLLAR B. ORNAMENTAL (STELL, ALUMINUM, WROUGHT IRON) POST UP TO 6 FEET ABOVE GRADE D-3. WITH POST SPACING OF 10' FEET (MIN) SCALE: NTS O7 FINISHED GRADE C. OPEN BOARD / GAP BOARD (70% OPEN) POST UP TO 6 FEET ABOVE FINISHED GRADE 0 ® SEE OTHER STANDARD DRAWINGS OF MANHOLES FOR MAXIMUM HEIGHT WITH POST SPACING OF 6 FEET (MIN) O GROUT BETWEEN RING AND COVER AND GRADE RINGS S�oNAL ENS '0NC�'L 010 FRIBILLATED POLYPROPYLENE FIBER ( 1-1/2 LBS/CY) MAY BE USED IN LIEU OF �� #4 REBAR IN CONCRETE COLLARS a SHEET NO: 6 BELGARD TANDEM WALL WITH FENCE 15461 0 CD_3■0 z 4 SEWER SERVICE CONNECTION DETAIL 5 MANHOLE COLLAR DETAIL �` gTFOF�pN, D-3. SCALE: NTS D-3' SCALE: NTS "3. SCALE: NTS G�QT F• NORRF. DATE: L 05-12-2025 os PAGE NO: o uzoz.o.,z Ftlo„=oFoo B 5 1 LEGEND z3611 2 _ H 2811 , , EXTEND PIPE 1" O1 CONCRETE COLLAR IN PAVED STREET SECTIONS 6 � ( PER SD-616. 1 , TO 6" MAX.) NOTCH I INSIDE MANHOLE O GRADE RINGS GROUTED WATERTIGHT IN PLACE, U O jA 2" X2" cv 7 A NOT TO EXCEED 18" FROM FINISHED SURFACE z A _ I _ A A ^ A TO TOP OF CONE, w 2jI _° H 4 i � 11 _ _ 3 PRECAST MONOLITHIC ECCENTRIC CONE SECTION. = O (REBAR NOT SHOWN), w L PIPE FROM INLETS 4 � j O RAMNEK OR APPROVED GASKETS AT ALL JOINTS. AND/OR TEE IN 1/16" LIP (TYPICAL) " O 26- 1/2 MAIN LINE. — , O5 PROPERLY ALIGN ALL INTERIOR JOINTS. 1 3 TOP VIEW 5 3/4" © PRECAST CONCRETE MANHOLE BARREL SECTION (REBAR NOT SHOWN). TYP. SECTION B-B PLAN NTS L� g =T Or.Ts O GASKETEDPRECAST GCOLLARD HUB RING OR RUBBER N SECTION A—A ISOMETRIC TO NTS VIEW ; GRATE TYPE III r12"I 10 9 8 ® SURFACING TO MATCH FLUSH WITH EXISTING /� SURFACING (AS SHOWN). J 8" RADIUS UP TO INLET CATCH 28" 3 J BASIN, SEE ROLLED CURB SD - 702 .. 24 FRAME TO BE GROUTED TO GRADE RINGS. HAND FORM RADIUS AT INLET 6" 18" 4" x " M X ' 10 FRAME AND COVER PER SD-617. CATCH BASIN TO FIT 2" 3 p ... 4 _ Q O 5 1/2" 4" SEE NOTES - _ (MIN) v = z z 11 MANHOLE STEPS. U) N BELOW i _ -� '`� " 1 N -� 12 SEE SD-501 FOR CAST IN PLACE MANHOLE O U o� LEGEND z 4 ^ 27 1/2 LD. 4 O BASE. SEE SD-501A FOR PREFABRICATED Z O 00 2 LIP 2�� BASE. 1 O ADJOINING TOP OF CURB N w 4 6 s 5 NOTES : J a 211 " O 2 O OUTLET J 7 0.2% MIN m W 00 SLOPE 48° AO OPTIONAL PREFABRICATED MANHOLE BASE WITH to 3 O PAVEMENT SURFACE 1 -3/4" x 1 -3/4" x 1/4" X APPROVED PIPE CONNECTIONS MAY BE USED WITH Z — 4 STEEL ANGLE END VIEW s" MIN 6 ENGINEERS APPROVAL, SEE SD-501A. O O O STANDARD GRATE & GRATE FRAME, ( > N CO SD-609 OR SD-610A TOP VIEW B PLACE VERTICAL WALL ON UPSTREAM SIDE OF 5 O STANDARD ROLLED CURB AND GUTTER b CATCH GRATE FRAME DETAIL LEGEND I :, K 12 MANHOLE, ROTATED 45 DEGREES. W AREA 6 O 4"x4"x%" ANGLE IRON / / (TYP.). O • 2 NOTES N.T.S. O1 1 -1 2" x 3 4" STEEL BARS TYP, C FOR INLET PIPE DIAMETER, D. GREATER THAN 24", ~ " SECTION A-A SEE SD 613 OR SD 614, W 7 O 3 - NO. 4 BARS • . 4 TYPE 1 6" 1 1' - 2" 1 6" AO FOUR—SIDED FRAME IS REQUIRED. 0 1/4" FILLET WELD ALL BARS. BEDDING 8 O EDGE OF GUTTER DO MANHOLE FRAME AND COVER: 2' - 4" 4 PLACES (TYP.) A. REFER TO DRAWING NO. SD-617. FRAME AND COVER SECTION A-A O3 WELD (4) 1/2"x7" STUDS. B. SLOPE OF PAVEMENTHALL BE FLUSH WITH N N N C) C) rn NTS C. "STORM DRAIN" ON COVER. r� Lo A N o� Lh N A w N N N Cl) N N Cy) N _ E � ao � � =ncfl � � o N O N T 9 N Q 0 2 S D 610A CATCH BASIN GRATE TYPE III O WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER z z z z z z z } .; S D-604A INLET CATCH BASIN RING OR GASKET COLLAR WHERE THE PIPE IS IN 0 1 TYPE IV (FOR ROLLED CURB) D-4' (2017 ISPWC ACHD SUPPLEMENT) CONTACT WITH MANHOLE BASE AND/OR MANHOLE � SCALE: NTS CHANNEL, IN ORDER TO INSURE A WATERTIGHT o o o D-4 2017 ISPWC (ACHD SUPPLEMENT) SEAL. w co o co o w r'') w � v O EITHER BASE ON SD-501 OR SD-501A MAY BE w 13� w 10� w CD ��,, „ " " " wwZm >- m >- O 6 STANDARD CURB 6 18 USED WITH EITHER MANHOLE DESIGN. > > a Q U N U m E �JJJJJ''�,, PER SD-701 3 SD-611 STANDARD CONCRETE CATCH MANHOLE R _j w Z Z w � w � w j SEE NOTES Of D-4. (2017 ISPWC ACHD SUPPLEMENT) w w w 2 w 2 U A ��-4+aSCALE: NTS VV p Ix 0arf,rl 4 ID 0 � e 2 2 Q U /JJ , d co M U Q Q d ° °' ' _ A 'TAPER ` A N M Lo cm Co Z ASPHALT 6 STANDARD CURB L„_... ST4REET jELIEFa__r____ _______ t° 18" 18" 24" U „ PER SD-701 10_6"d '� N 5 OPENINGS 5 0 PERSPECTIVE VIEW ° q , � I 16 OPENINGS 16 N ° ONC ETE „ NTS ° d " SPLASHPAD o LIP OF GUTTER �� ° R=6 z z z U Y Y A o A`�� TYP ° r r p ° e ® O W 0 w ° ► ° ° '�d M ° d ii z z z Y O PLAN ��. 8 ° ° °� ° ® 1� � ® � I20M a 0 x a rr CD I I BACK OF CURB N.T.S. d °d `'' SIDEWALK—" I I 18" C900 PIPE 6" DEPRESSED GUTTER ® ® ® ® A T.R=3/4" 2" AT OPENING TYP 00 4 PLAN ° 1 = ISOMETRIC STAINLESS STEEL PENTAGON SECURITY BOLT GRATES FURNISHED IN 24" AND NTS 6 0 U � N.T.S. SECURES STAINLESS STEEL LOCKING 18" STANDARD LENGTHS w BAR TO FRAME 14" WIDE CAST IRON GRATES-METRO z #4 EPDXY BAR o I SIDEWALK 2/o MAX N t + STYLE W/ z J n ° ° ° u PENTA-LOCK ANGLE FRAME EVERGRATE T-14 TRENCH DRAIN — O 0 ASPHALT \��i�\ � �\�� U) Q DEPRESSED GUTTER 1 „ F_ v 1 8" C900 PIPE 2" AT OPENING 14 4 Z > W SECTION A-A 4" THICK CONCRETE 1 0 0 Q U N.T.S. SPLASH PAD LEVEL ° + m v WITH SOIL ANGLE z Z) J 6" DEEP 1.5%1.5%.25" a 0 - 3"-6" ANGULAR ° M w 0 6" NOTES: • : J 0) — RIP RAP IN SWALE 1. USE OF SD-716 CURB OPEN INLET REQUIRES ACHD APPROVAL TO BE USED FOR LOW FLOW " " ° TYP I 3.875 x .375 •. . .• PENTA LOCK r SECTION A-A APPLICATIONS ON SWALES NOT MAINTAINED BY ACHD. NOT ALLOWED ON ARTERIAL ROADWAYS. NELSON STUQ° HEAD BAR LEGEND: N.T.S. ' :SECURITY BOLT• ; v O1 STANDARD TYPE 1 INLET PER SD-601 OF ISPWC/ACHD SUPPLEMENTS WITH THESE 2. CONCRETE APRON SHALL TO REMAIN FREE OF ALL OBSTRUCTIONS INCLUDING GRASS AND OTHER • ' • • . • • •• : ' ° , MODIFICATIONS. FRAME & GRATE PER ISPWC/ACHD SUPPLEMENTAL SD-69/610A VEGETATION. •° ° . °, •a •° ' ° Plans Are Accepted For Public: �SS\ONAL FNc NOTES: CROSS-SECTION Street Construction o� �,\CENSfO �y� 3. CURB/GUTTER, BASE AND SUBBASE MATERIAL MUST BE PLACED PER CURRENT ISPWC/ACHD a� ;o 0 1. REQUIRED WITH INFILTRATION SWALE DESIGN FOR ATTACHED SIDEWALK SUPPLEMENT. By stamping and signing theimpmvenwntplarta,the Lftnssd SHEET NO: 0 2. SEE SWA LE BM PS FOR SWA LE D ETA I LS Design Professional ensures the District that the plans oonbrm 15461 D_4■0 6 be specifically and previously approved y g to all District policies and standards. variances or wa vers muse CONCRETE CURB CHANNEL roved b the District in writing `�qT P�� N 4 S D-715A SHALLOW INLET ATTACHED WALK 5 S D-716 CURB INLET OPENING D_4 rely mi.cena improvement Professional otett District does responsibili ��,r F.°NORR�� DATE: - J� 05 12-2025 SCALE: NTS CY � _DATE: 05/13/2025 oga,ss�erKR o D—4. 13Y A-4z4/°k�"121re1C-o PAGE NO: N D-4. (2017 ISPWC ACHD SUPPLEMENT) (2017 ISPWC ACHD SUPPLEMENT) AD OUNTY HIGHWAY DISTRICT 48 OF 69 SCALE: NTS SCALE: NTS o, 02505121601250600 U C7 Z J Z 00 U � ce_ U w H cn w PROVIDE #5 CORNER BARS @ EXPANDED METAL U EA HORIZ BAR COVER BOLTED LOCATION (TYP) @ 4 CORNERS TOP OF BOX=2573.0 EG=2572.75 ° 00 � �� #5 @ 12" OC �� /3 TYP�� Y 04 VERT @CENTER STAFF GAUGE a 0 co OF WALL (TYP) �� Z Z co Z p 2"X2" iV�j� O O �,EQi` m w CONCRETE ��V� WEIR PLATE EQ U C/) NOTCH #5 BARS 12" OC SEE DETAIL A �� z O O 18" PVC FROM HORIZONTAL 18" PVC o It WS ELEV=2570.0 Lo Z IR4 Lo RIGATION BOX M _ W m N B 900 V-NOTCH WEIR PLATE B _ w SEE DETAIL A co 18" PVC 18" PVC LIE=2568.5 TO SCREEN BOX 0 ° BOTTOM OF BOX=2568.5 � co Co Lo N N N co', N N N N W ° co 2" C L R Lo co 0) � Lo co 't cu 0 0 o 0 0\ 0 0 0 N O N T CO N Q p ° U Y U U U U U m #5 DOWELS @ 3" o CLR CLEAN OUT w O w O 0 8 6 0 2 0 8 8" 12" OC (TYP) OPENING TO BE 811 CD 0 cn PROVIDED WITH co w co co w � U 9'_4�� BUTT REMOVABLE w w Z o o o COVER » a ¢ ¢ CD W W p N 0 Z Z PLAN VIEW Lu Lu W >— W � W ; � SECTION VIEW zi Zi o IX � Ix L L U U p O p O a N a a 0 U 0 Q O () N M It Lo co r- co Z c 2 N01-211 a� p N O O U- N o U Y Y 0 900 o WS ELEV=2570.0 ? 3 LD � J � w = a NO Cfl - d 0 0 U Q o CV N N O co M, WEIR CREST gLo ELEV=2569.8 c� w Z 11-8" Z O E 0 31_411 Q p Z 0 W U MM Q U O W Q DETAIL A - WEIR PLATE Z U J 0 w > o J (D 0 U NAL o�C�SS�oENSf�Nc�y a� �% SHEET NO: IRRIGATION WEIR BOX DETAIL 15461 0 CD_5■0 J -5' SCALE: NTS �(i,QTTF OF��PRk�\' DATE: L F• NCR 05-12-2025 fS� o ��s�ea�K��No„�I "��w.-I'�K°� PAGE NO: 49 OF 69 C7 Z J O = 1/2" PVC U EXPANDED METAL FOR CLEARWATER TOP OF BOX=2573.1 TOP OF BOX=2573.1 COVER BOLTEDLu 4 CORNERS U BACKWASH EG=2572.8 EG=2572.8 @ ° c� A\//AA//AA/3" TYP 3" TYP ° ° IIII a ° j/// 18" PVC OVERFLOW TO KELLOGG DRAIN (� 2 ° J ° 18" PVC J FROM WEIR BOX 18" PVC 18" PVC TO 18" PVC TO Q _N 3 KELLOGG DRAIN KELLOGG O Y o \ DRAIN�n ~ OVERFLOW a O co - OVERFLOW �ao �N Z Z co o �N ��N I E=2568.45 J Z ° CO 04 m W LOW WATER IE=2567.95 a LOW WATER 2" PVC Q O A 1'-0" 1' MIN. A a 2567.45 ° 1 2567.45 FOR CLEARWATER Z � CO ° ° 1'-7/2" 1'-7„ BACKWASH E -1 L T_ cf) a a Lu a a 1 cm 3" PVC TO PUMP STATION ° ° O N N N m m In N � Lo A N O In N M N N N M N N CO N w 6 5-0 Loaorn4Locm � ' p N �cu N O N I? � � O N Q p 6'-0" ° ° 2 () � elolozicziczim o BOTTOM OF BOX 0 0'-9" 3 IE=2565.4 ELEV=2563.9 4 w o w o U PLAN VIEW U wcococn � UA w l' w 0' w CD 0 U D U z co BOTTOM OF BOX w w o a N CD cu = — — w — p p o z w > w Of j w > Of zz � o " " " " w w w 2 w 2 O = 6 5-0 6 5-0 JJwIXLL W- LLof U U Op O p O L a 801 a N m U Q Q 0 61_011 61_011 U 0 2 SECTION VIEW A - A SECTION VIEW B - B " `� �' Co °° Z p N O O N o U Y Y LEGEND: 0 w o w 0 = 1. 3" X 3" X1" REDUCER TEE z z z Y p a J 0 CD 2. 3" DEZURIK FULL FLOW FOOT VALVE a a 0 N 3. CELMONS CW100 CLEARWATER SELF-SCREENING SUCTION SCREEN U N 4. 1" BALL VALVE c� w N ~ Z z J O — U O Q p f1 F— i z - Lu U M0 U O W J L z � J w —0 0 > (D J — 0 U NAL o�C�SS�oENSF�Nc�y a� �% SHEET NO: 0 15461 0 , CLEARWATER SCREEN DETAIL �o CD'6•0 � qTF OF�pP �. SCALE: NTS GQT F. N�RRF�' DATE: L 05-12-2025 oN 1,evK No PAGE NO: C) 25-5.121 50 OF 69 oa�e2ozs.os.ie is.orso os�oo z ITEM NO. DESCRIPTION J 1 BARMESA CENTRIFUGAL PUMP 1 z 2 3 BADGER M2000 FLOW METER 10. ° O O 3 PRESSURE TRANSDUCER 1 U p[ 4 PRESSURE GAUGE 2 5 3" VALMATIC WAFER CHECK VALVE 1 H 6 3" GROOVED BUTTERFLY VALVE 2 7 4" GROOVED COUPLING 2 W 0 0 �j 8 3" GROOVED COUPLING 17 3 OO 9 4" GROOVED FLANGE 1 O 10 3" GROOVED FLANGE 5 99 0 0 0 0 0 0 0 11 3" GROOVED ELBOW 1 10 12 3" GROOVED CAP 1 0 0 0 0 0 0 0 13 4" GROOVE X 3" GROOVE REDUCER 1 14 4" X 3" GROOVED ECCENTRIC REDUCER 1 ° 15 3" GROOVED X 2" MPT REDUCER 1 ° r 16 3" GROOVED X 1.5" MPT REDUCER 1 1 ® 2 12 17 3" DRAIN ELBOW 1 ° ° o 18 3" GROOVED X 3" GROOVED X 10" LONG PIPING 1 U J ° 19 3" GROOVED X 3" GROOVED X 6" LONG PIPING 4 4O 20 3" PIPE W/ OUTLET 2 O ° ® 21 4" BYPASS CAN 1 U) O � Y N CHUM 7 14 18 19 5 Z Z 00 J Q m W p 0 0 0 U co 11 w ITEM NO. DESCRIPTION > 4O 0 17 1 YASKAWA VFD 1 2 CONTROL PANEL 1 13 O 3 POWER DISCONNECT SWITCH 1 0, NOTES: OPTIONAL EQUIPMENT 7 16 1. PUMP STATION ASSEMBLY SHALL BE MUNRO IA1.5 SUCTION LIFT OR APPROVED 4 MAPLE SYSTEMS TOUCH SCREEN CONTROL 1 � � � M rn � 2 M Lu Lu EQUIVALENT. 5 BASELINE PUMP START RELAY 1 � 9 � � � � � c o N O N CO m 0 1 9 2. OPTIONAL BADGER METER MODMAG (R) M2000 ELECTROMAGNETIC FLOW METER ZOZZZZZZ } � AVAILABLE. U25Y000UUao T ro" PUMP STATION CONTROL w o w o 21 , PUMP STATION WITH FLOW METER OPTION 2 w co co co w w co w N "7. SCALE: NTS -7' SCALE: NTS Q U Q U z 0 w w Z Q } Q } O W W a U N U fn 0 Z Z w w ; w > 0 20 O w w w 2 w 2 U 0 a L LL Ix U U O �00 LL � O Q c N co U Q Q 0 U 0 Q O () N cM LID (O I- co z 118 N O O N 0 o U Y Y d c o p w c c a� Z Z � `s O J � U of O O N N 0/ 4L U N O L " 88 3/8 w ° z � E 180 13/64 180 13/64 z O U 0 0— i OD W J Z m � Z Z J w 0 0 > J — V U O ASS\ONAL FNc �p� ENSf� c^ 3 PUMP STATION ENCLOSURE a SHEET NO: 0 0 0 0 0 p_7. 15461 0 SCALE: NTS C D-7.0 o p �, �` qTF OF�pP� N. J G'1'T F. N�RRk�' DAT05-12-2025 105 84/ L Q� Dl gitbllly signed by Kurt N-11 j )/ /// ° PAGE N O: ' ✓ PLLC e CN—ftN—blll coup, f_ Dzte..2025.05.12 51 F 69 V 16'.02'.07-06'00' SAND/GREASE TRAP (ISPWC SD-624) OR ENCLOSE TOP & SIDES OF ROCK (D SEDIMENT MANHOLE (ISPWC SD-61 1) WITH NON WOVEN GEOTEXTILE FABRIC Z 18" DIA. CORRUGATED HDPE IF INSTALLED WITH CHAMBERS/ OBSERVATION WELL 1 ~ 2' RING & OR PVC PIPE PERFORATED PER CHIPS, INSTALL WOVEN 1-FT MIN TYP 6" MIN TYP 18" DIA. HDPE OR PVC # J COVER PER PERFORATED PER rON OPPOSITE SIDE OF STREET IN SIDEWALK OR PERFORATION SCHEDULE GEOTEXTILE TO SEPARATE CHIPS ENCLOSE TOP & SIDES OF ROCK i ISPWC SD-617 SCHEDULE BELOW MIN 50' DISTANCE Cn AND DRAIN ROCK (TYP) TREES & SHRUBS i ewa z � WITH NON WOVEN FILTER FABRIC ARE NOT PERMITTED SEE COVER ON TOP OF SEEPAGE OBSERVATION WELL NOTES11 BED OPTIONAL STORMWATER STORAGE .•• "-2" CHIPS;:; ELEV BOTTOM PERF <= EE COVER ` /// / CHAMBERS, SHAPE & SIZE • ' °':° CD Z (� \��\\/\//\�\\ VARY PER MANUFACTURER ELEV BOTTOM BAFFLE NOTES \ /\�\\//\/ 18 12" LU WOVEN GEOTEXTILE BETWEEN ® ® ® SDI 0 00 0 0 0 0 0 0 0 j\\\/\ :`•'. 5' 18" -12" BIA. HBP T LU 0 0 0 0 \ \� \/\\/\\/\\ CHIPS AND 2" DRAIN ROCK ° •• °° w SEE o 0 0 0 0 0 0 0 0 0 0 0 0 0 w w NOTE 1 1 0% SLOPE STD 0% SLOPE \ %.NATIVE\\/�\\ WOVEN OVERGEOTEXLAP OT�LE A MINEN AND N OF _ S01� \\�/ 1-FT ON ALL SIDES a a a a a w w �E^ ^"' /\ 2" WASHED DRAIN �o' SHED DRAIN z n n A --- ilk ROCK OR CHIPS � CK OR CHIPS j-i BELOW ® ® MAINTENANCE O ATIVE \\� GNASHED VARIES-SEE 2" WASHED \`�\\/ \\�\\� _ SOIL //\/\\�\// DRA`INN ROOCCK PLAN SHEETS DRAIN` K \ \\/\j/\�/\/\ a ® ACCESS TO \ / STRUCTURES 1.5-FT t 4 1.5-FT 5' OF 18" SOLID ASTM C33 ASTM C33 1� •• HIGH FEeW BYPASS PIPE- P Q PIPE, HALF WALL PIPE WITH ;: 1.5-FT FILTER SAND,:; FILTER SAND 4" OF 4" PIPE BEDDING 3-FT WIDTH VARIES ASTM C33 � �r `'i NONWOVEN FILTER FABRIC. OVERLAP TRANSITION 5-FT IN t _MAX HSGWPER PLAN SAND 15FILTER ' MAX WIDTH MINIMUM OF 1-FT TOP AND BED NON-PERFORATED PER SIDES ONLY TO PERFORATED PIPE OPTIONAL CHAMBER STANDARD U SECTION SECTION SECTION A-A N.T.S. PLAN-SEEPAGE BED NOTES: N.T.S. N.T.S. SEEPAGE BED 1. BMP 1-4 OR VEGETATED PRETREATMENT IS REQUIRED. OUTSIDE ROADWAY 2. CONTACT DESIGN PROFESSIONAL FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABO OBSERVATION WIDTH N.T.S. � MAX HSGW ELEVATION WELL #1 �c� I 45• OBSERVATION WELL #1 3. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED i � � 45 4S• [MIN ON OPPOSITE SIDE OF STREET IN SIDEWALK OR O 4. SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS U) 5. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS °� `�' d� c'�1: Sidewalk 6. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM `n 7- - 7. EL. IN >= EL. BOTTOM PERFORATIONS IN 18" PERF PIPE } , h (� O M 8. MAXIMUM BED LENGTH IS 400-FT BETWEEN MANHOLES �4 �� Z Z CO 9. BED WIDTH SHALL REMAIN CONSTANT „ S Z 10. WATERTIGHT CONNECTION REQUIRED A A 18" PERF PIPE SD PIPE J Q 11. HIGH FLOW BYPASS PIPE ONLY NEEDED IF Q100 VELOCITY THROUGH STRUCTURE > 0.5 FPS WQ -'-^�"er ® ® 7T- I ® CO COVER NOTES: LLJ J OBSERVATION PERFORATION SCHEDULE (1 of 3) W FOR SEEPAGE BEDS OUTSIDE PUBLIC RIGHT-OF-WAY: WELL #2 3/8" PERFORATIONS IN VALLEYS Z O 1. A MINIMUM 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED ACROSS STREET OF CORRUGATED PIPE. 5 EA ON O N m WITHIN SIDEWALK 18", 8 EA ON 12" ® V Lo FOR SEEPAGE BEDS IN PUBLIC RIGHT-OF-WAY: Sidewalk Z 1. A MINIMUM 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED A 0 --BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN W --WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED I WQ PIPE, --TOP OF BED UNDER SIDEWALK SHALL BE MIN 1.0-FT BELOW PAVEMENT SUBGRADE PERF TOP HALF � sJEn inns no WPIR AiA i (n 2. IF < 1.0-FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR 4" TO 2" ROCK IS REQUIRED WITH PLAN W MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK. OBSERVATION WELLS: 2 REQUIRED PER BED PLAN-SEEPAGE BED 3. FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL N�QfT EXTEND ABO N.T.S. UNDER SIDEWALK SUBGRADE 4. THE DESIGN PROFESSIONAL IS SOLELY RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE OF TF REQUIREMENTS FOR FACILITIES IN RIGHT-OF-WAY N.T.S. SUBGRADE SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE 1. BED IS LIMITED TO AREA WITHIN 5-FT OF CURB FACE UNDER ROADWAY; � SEE BMP 20 SHEET 2 OF 3 FOR ADDITIONAL NOTES 2. NO GREATER THAN 10-FEET IN DEPTH TO THE BOTTOM OF THE ROCK; N N N M N N c� N w 3. MAY NOT EXTEND OUTSIDE OF THE RIGHT-OF-WAY (MAY NOT ENCROACH ON PRIVATE LOT IN AN EASEMENT); � � cn N rn N c� CU N O N CO Q BMP 20 SEEPAGE BED W/ OPTIONAL CHAMBERS 2 BMP 20 SEEPAGE BED W/ OPTIONAL CHAMBERS 3 BMP 20 SEEPAGE BED W/ OPTIONAL CHAMBERS z 0z UU U U Z UZ Z Z Z Z Z } om "8. D-8. D-8.o (2017 ACHD STORMWATER SUPPLEMENTS) (2017 ACHD STORMWATER SUPPLEMENTS) (2017 ACHD STORMWATER SUPPLEMENTS) 2 2 1 of 2of3 3of3 � LUOLUO SCALE: NTS SCALE: NTS SCALE: NTS p 2 p 2 U U MIN 6 WIDE PED XING: w co M w � U 35-FT MAX SPACING IN HIGH w � LU � LU U) VOLUME PED AREAS, PAVED JOINTS TO HAVE MAX "" GAP SPACING NOTES: 0 U 0 U Z 0) LENGTH & WIDTH SURFACE REQUIRED 70-FT MAX 2 1. THE USE OF PERMEABLE INTERLOCKING w w Z Q >- Q >- O VARIES PER IN ACCORDANCE WITH LATEST ADA > > Q U N U U) 1.5' MI 1 DESIGN SPACING OTHER AREAS, ASTM #8 OPEN-GRADED REQUIREMENTS CONCRETE PAVERS (PICP) IN PUBLIC w w p L 5' MIN MIN PAVEMENT/GRASS/MULCH FRACTURED AGGREGATE IN CURB/EDGE RESTRAINT PER STREETS REQUIRES ACHD APPROVAL PRIOR w 1„-2" BOTTOM CELL CURB/EDGE RESTRAINT SURFACE OPTION OPENINGS ISPWC SD-701 R, SD-702R, TO DESIGN OR SHALL MEET THE Z Z w LU W � LU > o WIDTH a.`�.:,�: A ;c.,,•. INTERLOCKING CONC. PAVERS MIN. SD-703, OR DETAIL BELOW REQUIREMENTS OF ACHD POLICY SECT 8202. w w w w O BELOW ,'• 3 1/8" (80 MM) PER AGREEMENT FOR PROTECTION of AND J J w w IY IL FL 2' MIN y NOTES: U U O p O p p a CONC CURB 1. FOR SWALE INLET OPTIONS ON CURB STREET ASTM C 936 MAINTENANCE OF PICP IS REQUIRED. a y „ '.� 2 2 4 CURB BREAK Q 2' w 1"-2" ^SIDEWALK- SECTIONS, SEE THE FOLLOWING DETAILS IN THE ASTM 8 OPEN-GRADED 2. INTERLOCKING CONCRETE PAVEMENT o - U U w ON CENTER, BACK SIDE ONLY # c0 rn U Q Q U % SIDEWALK S2% SLOPE ISPWC & ACHD SUPPLEMENT TO THE ISPWC: FRACTURED AGGREGATE BEDDING INSTITUTE (ICPI) CERTIFIED INSTALLER IS 0 5%� •Y •Y W W W W W W W W W W COURSE 1 1/2" TO 2" THICK REQUIRED. INSTALLER TO PROVIDE Q I E 6' A. SD-715 SHALLOW INLET DETACHED WALK //��j�� %/��\ CERTIFICATIONS PRIOR TO PLACEMENT. O BIORETENTION W W W W W W � N M � � m � 00 Z PLANTER W W W W W W ASTM 57 OPEN-GRADED 3. PICP SHALL MEET REQUIREMENTS OF ACHD W W W W W W W W B. SD-715A SHALLOW INLET ATTACHED WALK # -BASE SECTION PER CURB DETAIL FRACTURED AGGREGATE BASE SECTION 8010 INFILTRATION REQUIREMENTS. p BIORETENTION SOIL NATIVE MATERIAL s _ �8" C900 PIPE C. SD-716 CURB OPENING INLET COURSE 4" THICK 4. 0% CROSS SLOPE ON PAVER SURFACE AND MEDIA, COMPACTED PER ISPWC SD-715A N TO 95% DENSITY z UNCOMPACTED BIORETENTION SOIL i AS #2 OPEN-GRADED SUBGRADE. o0 LL BEHIND CURB o SUBGRADE ■ 2. FOR OPTIONAL GRAVEL LAYER, CHOKER SHALL USE FRACTURED AGGREGATE SUBBASE 5. MAXIMUM LONGITUDINAL GRADE IS 2.0% N z F- MEDIA, SCARIFY SUBGRADE 3" MIN 6. FOR USE WITH ATTACHED SIDEWALK OR N ASTM 8 OPEN-GRADED FRACTURED AGGREGATE THICKNESS PER DESIGN •- a BEFORE BIORETENTION SOIL r U Z Z Z Elf o INSTALLATION BEDDING COURSE 1 1/2" TO 2" THICK. REQUIREMENTS ��/AIM IM��\��\��\'��\��' ALLEYS ONLY, o U Y Y o PLANTINGS a � A /��//�//�// /�//�//�//� NONWOVEN FILTER FABRIC 7. AGGREGATES SHALL MEET ASTM STANDARDS 0- SEE NOTES CHOKER LAYER ASTM #8 8" MIN PIPE OVERFLOW INLET OPTIONS, SEE BMP 31, SHT 2 OF 2 PERFORATED PIPE(S) PER SECT 8200, ENCLOSE AND ICPI PERMEABLE INTERLOCKING o TO STORM DRAIN WITH APPROVED DISCHARGE POINT. z_ w 0 w OPEN-GRADED FRACTURED SIDES AND ENDS OF OPEN- CONCRETE PAVEMENT (PICP) MANUAL w w REQUIRED IF INFILTRATION RATE z z z 24" AGGREGATE BEDDING COURSE GRADED BASE, 6-IN MIN OVERLAP CURRENT EDITION. 3 0 v BIORETENTION 2" THICK SD STORM DRAIN TRUNK LINE OF NATIVE SOILS <0.5 IN/HR ro p Fn w a 8. OBSERVATION WELL PER ISPWC SD-627. rr w = a No SOIL MEDIA UNCOMPACTED/SCARIFIED OBSERVATION WELLS ARE REQUIRED AT THE rL 0 0 U a o OPTIONAL GRAVEL LAYER FOR PLAN SOIL SUBGRADE _ HIGH T LOW POINTS. IN THE PAVER SECTION AND N SECTION WITH CURB ADDITIONAL STORAGE MUST BE N.T.S. OUTSIDE. OUTSIDE WELL TO EXTEND MIN 1' ' N.T.S. ABOVE SEASONAL HIGH GW SECTION BELOW SEASONAL HIGH GROUNDWATER. 0 WIDTH VARIES WITH DEPTH N.T.S. ALLEYS. WELLS ARE NOT REQUIRED IN CURB/EDGE 9. PAVER PRODUCTS PER ACHD APPROVED (� 2' MIN 5' MIN 1' RESTRAINT OBSERVATION WELL PAVER SURFACE 0% CROSS SLOPE LIST. SEE DEVELOPMENT SERVICES FOR WIDTH PER SIZING REQS MIN GVERri GW T/� PER ABOVE PER ISPWC SD-627 CURRENT LIST. U � 8"Wx18"D RIBBON w BOTTOM CELL 18"-36" 24 CURB EDGE RESTRAINT 10. REVERSE PAN VERTICAL CURBING SHALL .N. WIDTH nrri in+r BIORETENTION CURB/EDGE RESTRAINT PER ISPWC ONLY BE PLACED ALONG MEDIAN ISLANDS ~ Z c ��- SD-701A, 4" CURB BREAK AT OR 2'X8' RIBBON CURB a, 2' MIN STEP OUT SOIL MEDIA AND COLLECTOR ROADWAYS THAT DO NOT Z 0 SIDEWALK @ 2' O.C. FOR DRAINAGE EDGE RESTRAINT PER E ZONE SEE DETAIL 1 r SECTION AS ISPWC SD-703 CONTAIN FRONT-ON-HOUSING. REVERSE PAN 0 EDGE OF 1++_2++ �� . BMP 32 � n DEPTH INDICATED ABOVE ROLLED CURBING SHALL ONLY BE USED FOR O 0 PAVEMENT OR 1"-2" SHT 2 OF 2 VARIES „ SIDEWALK S2% SLOPE 0% SUBGRADE CROSS SLOPE ROADWAY SECTIONS THAT CONTAIN vJ + 8" THICK _ � ..., ., 5 0 -SIDEWALK 52% SLOPE _ ..... .,..., _-_ - _ - - , '::; U RIBBON CURB ! .: ' III-III-III-III I I I_I I I-III-1 I I- FRONT-ON-HOUSING. RIBBON CURBING U j PE y VARIES SHALL ONLY BE USED ALONG ALLEYWAYS. z - W �4. M PX S�0 4 DEFORMED BAR, 9" MIN 11. UTILITY WORK, INCLUDING JOINT TRENCH AND 0 0 # 0% SLOPE EMBED MIN 1 1/2" NATIVE SOIL , ALL UNDERGROUND UTILITIES SHALL BE z -NATIVE MATERIAL COVER (9 1.5' O.C. (TYP) COMPLETED PRIOR TO EXCAVATION OF d BIORETENTION SOIL ( �% 4" OF 4" MINUS s? MEDIA, COMPACTED \�/�� zi o SEASONAL HIGH GROUNDWATER SUBGRADE AND PLACEMENT OF BALLAST z TO 95% DENSITY z UNCOMPACTED BIORETENTION SOIL SUBGRADE CRUSHED AGGREGATE, EXTEND :: SECTION AND PICP. 0 o SUBGRADE MEDIA, SCARIFY SUBGRADE 3" MIN O 0.5-FT BEHIND CURB (TYP) �� Plans Are Accepted For Public J BEHIND CURB z - Q CD BEFORE BIORETENTION SOIL 30 MIL LINER Q o INSTALLATION PLANTINGS n a_ [ MAX HSGW N SEE NOTES CHOKER LAYER ASTM #88" seLla WALL SBR 2 EA ELEVATION Street Construction STREET OR ALLEY SECTION o MAX HSGW OPEN-GRADED FRACTURED BENBS N.T.S. BysWmping and signing thsimprOWMtpMins'the Licensed 0 24++ ELEVATION AGGREGATE BEDDING COURSE NATIVE MATERIAL OR Design Professional ensures the District fhat#wplansoonbnn c BIORETENTION 2" THICK OPTIONAL GRAVEL LAYER WITH CHOKER to all District policies and standards. Variances or waivers must S�pNALF SOIL MEDIA SECTION A-A FOR ADDITIONAL STORAGE SEE NOTES bespo0cally and previously approved byfhe District inwriting. CAS N� N BMP 31, SHT 2 0 F 2 of the improvement plans by the Distrid does not EN / a� OPTIONAL GRAVEL LAYER FOR N T S SECTION WITHOUT CURB ADDITIONAL STORAGE MUST BE relieve lrcendDesign Professanalof these responsibiNtie 0 N.T.S. ABOVE SEASONAL HIGH GW 05/13/2025 SHEET NO: 0 gY DATE:- 15461 AD COUNTY HIGHWAY DISTRICT C D_8.0 T BMP 34 PERMEABLE INTERLOCKING OF DATE: DATE: L 4 BMP 30 BIORETENTION SWALE 5 BMP 31 BIORETENTION PLANTER 6 INTERLOCKING CONCRETE PAVERS rF. NOR 05-12-2025 N D-8. D-8. D-8. °"IXfe 11 p (2017 ACHD STORMWATER SUPPLEMENTS) (2017 ACHD STORMWATER SUPPLEMENTS) (2017 ACHD STORMWATER SUPPLEMENTS) PAGE NO: ��,� Lwa�e�`�" '� ao U SCALE: NITS SCALE: NITS SCALE: NTS 52 OF 69 C7 ZIII rp 11 \ J 10 = - II =11�11111III \ 1 8 EIII ' ' -III1EIII z 11211- • •�': y: . 1Tf I I I O O =III-III= ' •. ... ..• . �\ 3 � �'°•�` III III (� � Ell IIIEIIIZ C� III - III-III W -III EI =III=III=11 1�11 I III=III=III-III -III H VERTICAL BEND DETAIL 2 I11-1 _ =111= 111=III t:n III=III =III ILU II - 111- III-III 30' CROWN -II II I II I II tli �• �f. 1� III-III -111 TAPER (MIN.) :•. .�.: _ l/, .•:� .. I s =IIIIII 3 III111111 •. •• -I 1 11 I� B 0 ;d. 1 TYP. BEND DETAIL 1 1 DO NOT LOCATE IN CONCRETE :•r; C BLOCKING 4; �'::4: 2 1 7 LEGEND D •4 • 11�111=11 II=111=111=III= = -III--Ili O1 FOR HORIZONTAL PIPE BENDS, BEARING 3 _III= THRUST BLOCKS MUST PROVIDE 2500 P.S.I. �_ 1 B IIT III CONCRETE POURED AGAINST UNDISTURBED T'rl •s III=III= EARTH PER TABLE 1. REDUCER '' III=III O FOR VERTICAL PIPE BENDS, GRAVITY THRUST III-III- THRUST BLOCKS MUST PROVIDE A VOLUME OF 3 g 4 _11T-I ICONCRETE POURED AGAINST UNDISTURBED EARTH 3 ° II-III- WHICH IS SIZED FOR EXPECTED FORCES WITH A D III =IIT MINIMUM 1.5 FACTOR OF SAFETY. 9 III_ MONOLITHIC POUR CONCRETE 3 �111-III-11�111=III-III-III O3 N0. 12 COPPER FINDER WIRE. SEE SD-514 FOR 1 PER SECTION-703. J 5 III-III=III=III-III=III=III= SPLICING. ® C.I. VALVE BOX WITH COVER. EXPANSION JOINT AT POINTS PLUG DETAIL OF RADII TERMINAL.( B0 7 OS C.I. GATE VALVE (M.J.). PERSPECTIVE ii=ii III =11=1I I�I © PRECAST BLOCK FOR CUT IN TEE AND VALVE OR O 8_ TEE CAST IN PLACE WITH 2 1/2" 0 MIN. REBAR. 4'-0" 0 (n 11= O TRENCH SIDE. 2'-0" 2'-0" 0 Y NO �I ZIT �il ° • �� III- R1/2" 1 1/2„ U ti : ' • y IIIIII ® PIPE. ,+ (� M 111=1 II-III PLUG. ,R Z Z 00 _ =i1T-11T-1Tf�l�l1= 6 3 Z 1'-6" 10 HAMMERHEAD THRUST BLOCKING. J MQ 11 9 O ':it W LL.I MIN. 11 ANCHOR BARS (1/2"0 MIN.). LEGEND: '" U) VALVE ANCHOR DETAIL : cn TABLE 1 -III-I 10 6" OF 3/4" MINUS CRUSHED THRUST AREA FOR HORIZONTAL BENDS*** III=III Z II= NOTES: AGGREGATE BASE MINIMUM. O tV m SOIL BEARING PRESSURE =2000 PSF -III= OA ANCHOR ALL VALVES CONNECTED TO P.V.C. O CONCRETE. Z WORKING PRESSURE RA71NG =150 PSI TEE DETAIL PIPE AS SHOWN. 3 1 2 EXPANSION JOINT. 0 SAFETY FACTOR =1.5 / TYPICAL SECTION MINIMUM SQUARE FEET OF THRUST AREA © COVER BOLTS AND FLANGES WITH PLASTIC w ONTO UNDISTURBED EARTH* TO PROTECT FROM CONCRETE ADHERENCE I-_ PIPE TEE, PLUG 90' 45' 22.5', 1 1.25' DURING CONSTRUCTION OF THRUST BLOCKS. NOTES: U) w SIZE OR VALVE BEND** BEND BENDS OR REDUCER © SEE CHART FOR MIN THRUST BLOCKS OA GRADE OF GUTTER MINIMUM 0.4%. > 3 0.8 1.1 0.6 0.3 BEARING AREAS. 4 1.4 2.0 1.1 0.6 © FILLET DETAIL FOR CORNER RADIUS 15 FEET OR LESS. 6 3.2 4.5 2.4 1.2 OD ALL CONCRETE TO BE 2500 P.S.I. STRENGTH POURED AGAINST UNDISTURBED 8 5.7 8.0 4.3 2.2 EARTH. © FILLET AND BASE SECTION THICKNESS SHALL MATCH THE VALLEY GUTTER, TYPICAL. 0) 10 8.8 12.5 6.8 3.4 3: 12 12.7 18.0 9.7 5.0 E0 PROVIDE 6 MIL POLYPROPYLENE BETWEEN 0D PAY LIMITS FOR VALLEY GUTTER. N N N c0 C0 LO FITTINGS AND CONCRETE. 4 W N 16 22.6 32.0 17.3 8.8 � L6 M CV & Lh N M Q OF NOTIFY ENGINEER FOR ANY CONDITION OR � 9 rn (D , , CD 0 0 18 28.6 40.5 21.9 11.2 PIPE SIZE NOT INDICATED. cV o N 4 L6 6 co N * MUST BE INCREASED BASED ON DIFFERENT CONDITIONS (HIGHER Z U Z Z Z Z Z Z } > WORKING PRESSURE OR LOWER SOIL BEARING STRENGTH). OD ALL BLOCKS TO BE CENTERED AROUND U � Y U U U U U m U ** OR TEE ACTING AS A 90' BEND. PIPE SPRING LINE. o *** THRUST BLOCK DEPTH TO BE A MINIMUM OF 12" FOR PIPE SIZES 3"-8" AND 18" FOR PIPE SIZES 10"-18" OR THE SQUARE ROOT OF THE 0 0 REQUIRED BEARING AREA, WHICHEVER IS GREATER. LU O LU O 0 > LU LU � 0 tY w tY w SD-403 THRUST BLOCK DETAILS 2 SD-708 VALLEY GUTTER w w z 0 0 Q 0 o » a_ � � N � D-9. � � - � - � - mow D-9' (2020 ISPWC) (2017 ISPWC ACHD SUPPLEMENT) w w w - w - w > > w of w of Q 0 SCALE: NTS SCALE: NTS H H � o w w 2 w 2 w 2 0 a L U U O 0� O 0� O Q c N m U Q 5 Q 0 U 0 2' CLEAR WIDTH PER PLANS 2' CLEAR 1'-0" 5'-p" 1'-p" z N M (O 00 Z c 2 � v� 1„ 2" RADIUS EDGER FINISH 3• � CUT 1.75% ± 0.25% 3:1 G WELDED WIRE MESH N \�� 3• 2% CROSS SLOPE ASTM A185 0 31 lo - - - - - - N Y Y o z z z � 8 N \ , \,�\ , \\.�\ j\\j\\j \\\\\\j\\ \\j\\\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j 0 COo CD \//\// N 5" THICK CONCRETE \ \\ .\\ N 4" OF 4" MINUS CONCRETE BASE 3" CONCRETE PAVING LIGHT BROOM FINISH MATERIAL AS PER SECTION-800 PERPENDICULAR TO WIDTH OF PATH 'o L 0 6" AGGREGATE BASE U NOTES w 1. LOCATION GRADE AND WIDTH TO BE ESTABLISHED OR APPROVED BY OWNER. z J GEOTEXTILE FABRIC 2. BASE TO BE COMPACTED TO EXCEED 95% OF STANDARD DENSITY. z O 3. SCORE AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 5 FEET SPACING. IN o BOTH THE LONGITUDINAL AND TRANSVERSE DIRECTION FOR SIDEWALK GREATER THAN 5 UNDISTURBED EARTH Q FEET IN WIDTH. 0 4. 2" TRANSVERSE PREFORMED BITUMINOUS JOINTS AT THE TERMINUS POINTS FOR CURVE Z > W AND WHERE SIDEWALK IS PLACED BETWEEN TWO PERMANENT FOUNDATIONS OR NOTES O Q ADJACENT TO A STRUCTURE, PLACE 2" EXPANSION JOINT MATERIAL ALONG THE BACK OF 1 . CONSTRUCT MULTI-USE PATHWAYS PER TYPICAL PAVING SECTIONS Z THE WALK THE FULL LENGTH. SHOWN IN THE MERIDIAN PATHWAYS MASTER PLAN CHAPTER 3. Z J 0 5. SIDEWALK CONSTRUCTION JOINTS SHALL BE CONSTRUCTED APPROXIMATELY$" WIDE, 4" IN w c9 DEPTH AND FINISHED AND EDGED SMOOTH. A PREFORMED EXPANSION JOINT FILLER 2. PATHWAY SECTION CONTINGENT ON GEOTECH REPORT. SEE PROJECT J 0' SHALL BE PLACED EVERY 40' FOR NEW SIDEWALK CONSTRUCTION. GEOTECHNICAL ENGINEERING REPORT PREPARED BY ATLAS TECHNICAL V 6. ALL CONCRETE SHALL BE CLASS 3000 PER SECTION-703 OF THE ISPWC UNLESS CONSULTANTS (ATLAS FILE NO. B211602g), DATED JUNE 25, 2021 , AND o OTHERWISE NOTED. SUBSEQUENT ADDENDA. Plans Are Accepted For Public U Street Construction �Sc,\oNAL FNC O� \,\CENS By stamping and signing the improvement plane,the d TYPICAL MERIDIAN CONCRETE PATHWAY a� Design Professional ensures the District that the planeS oonl ONII orrn SHEET NO: o CROSS-SECTION DETAIL to all District policies and standards. Variances or waivers must 15461 C D 9.0 0 3 DETACHED CONCRETE SIDEWALK 4 - be specifically and previously approved by the District:in writing. z D-9�T D-9• SCALE: NTS Acceptance of the improvement plans by the District s rat �O SCALE: NTS relieve the Licen Design Professional of these responsibilities. OF\pP NV 05/13/2025 G4'T F• N� BY DATE: L �' o DATE: 05-12-2025 r , AD OUNTY HIGHWAY DISTRICT PAGE NO: e;Kew'eG°°P �,,'2ozsos;z,s"Z... 53 OF 69 C7 Z J Z 00 U � � U NOTES w 1- NO SERVICE CONNECTION SHALL BE MADE WITHIN EIGHTEEN (18") INCHES OF NOTES THE PIPE ENDS. MULTIPLE CONNECTIONS MADE ON THE SAME JOINT OF PIPE 1. SEE STANDARD DRAWING W6 FOR METER SETTER SHALL BE STAGGERED ON THE CIRCUMFERENCE AND SEPARATED BY A MINIMUM JURISDICTION °p_ CL OF METER VAULT ELEVATION AND DRAWING W1 FOR FITTINGS. Lu OF EIGHTEEN (18") INCHES. LINE NOTES CITY CUSTOMER/PRIVATE 2'-0" (t6") 2. METER VAULTS LOCATED IN TRAFFIC AREAS SHALL USE TRAFFIC RATED HOPE 2. LOCATE VAULT ON NORTH OR EAST SIDE OF PROPERTY 1. SEE STANDARD DRAWING W6 FOR METER SETTER LINE (P/L). VAULT AND COVER, OR 30"0 CMP WITH GRADE RINGS AND MANHOLE RING AND I ELEVATION AND DRAWING W1 FOR FITTINGS. COVER PER ISPWC SD402. THE COVER SHALL HAVE A 2" HOLE WITH RECESSED FINISH GRADE SLOPE CL OF METER VAULT 1 I 3. ONLY FOR BUILDING LOTS WITH A 3-FOOT SIDE YARD O AREA FOR METER TRANSMITTER. TO BACK OF SIDEWALK 11 SEE STANDARD DRAWING W6 FOR 2. LOCATE VAULT ON NORTH OR EAST SIDE OF PROPERTY °L SET BACK, THE WATER METER SHALL CENTERED 12"-24" 3. LOCATING WIRE SHALL BE TAPED TO SERVICE LINES AT 5' MAX. TAPE TO ELEVATION REQUIREMENTS ° ' ' 2'-0" (f6") LINE (P/L). 4 10' N/E FROM THE SIDE YARD PROPERTY LINE. SERVICE NOT MORE THAN 6" FROM ANGLE STOP (WITH 10 MIL WATERPROOF s n 8 S/W TAPE > I 1 3. ONLY FOR BUILDING LOTS WITH A 3-FOOT SIDE YARD DEPTH OF 5 SET BACK, THE WATER METER SHALL BE CENTERED 12"-24" FROM THE SIDE YARD PROPERTY LINE. 3 LINE 42" 4. LOCATING WIRE TO EXTEND TO FACILITY ON "CITY OWNED PROJECTS" FROM x METER. < e', :pa NOTCH VAULT OVER 5. FITTINGS TO INCLUDE STAINLESS STEEL INSERTS N > SERVICE LINE "- 2 3/4" g ° W TO RESIDENCE 6. PROVIDE LENGTH OF LOCATING AND GROUNDING WIRE TO EXTEND 24" ABOVE N a° 1 10'-0" 4� GRADE WHEN UNCOILED. °d •• °. ° LOCATING WIRE o0 1" - NOTCH VAULT OVER CL OF METER VAULT CONNECT LOCATING N SERVICE LINE WIRE & GROUNDING - - - %RE WITH WIRE NUT 3 Da i ��. 6 SERVICE MARKER a' TO RESIDENCE 2 J Q co W 2 4 4 5 o 1 a Y 4 2 I 3 N a �, 3 I p 1-7 W •• N I- 15 '.a ri•'s; ";ts;ti•y 4`oi n r 4, reN!..}:w-t' ° .tea O y c O O f •` ::■: ; i < 1" SERVICE :cn 1 a 4 k 6 j�.r: '<r• ',`i% 4p' ic;..K.={=ti�cr' -+.-:rz• �' ( ) e.> i} p '^ LINE TYP. 4 cV �/ VJ ry 5 i/ \/ �� .., I z - - - - - z P/L rn O co o V I: - s' PROPERTY PIN Z co LEGEND 6"MIN.SAND Z lO 1" BALL CORPORATION STOP 11 COVER: 8 ° ' ° - - - - - - - - P/L 8 N Z 02 LOCATING WIRE WITH BLUE INSULATION COVERS SHALL BE MARKED "WATER" ° ' DOUBLE WATER METER - ? Q _ 3 20" DIA. X 36' POLYETHYLENE VAULT: NOTCH FOR COVERS SHALL HAVE A 2" HOLE AT CENTER Is.. • . O O • COVER SHALL HAVE RECESSED AREA FOR MAGNESIUM e SINGLE WATER METER BRANCH FITTING AND LOCATION TO RESIDENCE coLLI SERVICE LINES. TRANSMITTER GROUNDING $ -NTS- LEGEND -NTS- 5 U) ® SERVICE SADDLE EPDXY COATED FACING WITH ANODE PROPERTY PIN STAINLESS STEEL BAND AND HARDWARE WITH IRON © COMPRESSION FITTING, 3/4" X 1" (3/4" SERVICE) C METER VAULT NOTCH FOR SERVICE LINES. O O PIPE THREAD COMPRESSION FITTING, 1" X 1" (1" SERVICE) © BRANCH FITTING 1" X 3/4" N m SO WATER MAIN © 1" SERVICE LINE, NO SPLICING ALLOWED. LEGEND © 3/4" BALL VALVE (X2) Q FULL OPENING BALL VALVE, 1" FOR SINGLE SERVICE 1D METER VAULT; NOTCH FOR SERVICE LINE(S). ® METER SETTER AND 3/4" FOR DOUBLE SERVICE © BALL VALVE 05 SERVICE MARKER, 2 x 4 OR 3" DIAMETER WOODEN POLE ® FIRM UNDISTURBED EARTH METER SETTER PAINTED FLUORESCENT BLUE. LLI 09 EXTEND SERVICE LINE 10' FROM METER VAULT (SEE © SERVICE LINE © 1"0 SERVICE LINE '^ STD. DWG. W3) AND PROVIDE TEMPORARY PLUG REVISED AUGUST 2022 O REVISED MARCH 2O22 (2) LOCATING WIRE WITH BLUE INSULATION. REVISED JUNE 2019 U) (THREADED IN HIGH GROUNDWATER AREAS). © PLUG ui ® 3/4" METER SETTER WITH LOCKABLE KEY VALVE CITY OF MERIDIAN �� STANDARD DRAWING NO. © SERVICE MARKER, 2 X 4 OR 3" DIAMETER CITY OF MERIDIAN STANDARD DRAWING NO. (B PLUG CITY OF MERIDIAN STANDARD DRAWING NO. (3/4" SERVICE) SUPPLEMENTAL 3/4 SINGLE, 3/4 DOUBLE WOODEN POLE PAINTED FLUORESCENT BLUE. SUPPLEMENTAL 3/4" AND 1 SINGLE SUPPLEMENTAL 3/4" DOUBLE 1" METER SETTER WITH LOCKABLE KEY VALVE SPECIFICATIONS OR 1" SINGLE wl SPECIFICATIONS , //�, I SPECIFICATIONS (1" SERVICE) TO THEIDAHOSTANDARDSFOR TO THEIDAHOSTANDARDSFOR WATER SERVICE CONNECTION V \/ TO THEIDAHOSTANDARDSFOR WATER SERVICE CONNECTIONW3 PUBLIC WORKS CONSTRUCTION WATER SERVICE CONNECTION PUBLIC WORKS CONSTRUCTION V PUBLIC WORKS CONSTRUCTION ✓) N � Lo C7 N C6 Ln N co,N N N M N N C7 N W cu N o N CO 9 N Q 0 > Uo Y U U U U U m U CD O co O 0 w cn M co � U W J J CD Z W W Z Q } Q } O ccu MAX. 2" MIN, 3/4" W W p 0 0 � >> Lc - 0 U) 0 / Z Z 2 w w 0 SEE DRAWING W6 J J W IY LL Ix LL 0� i SIDEWALK ® 2.0% 6 2-0" METER W VAULT U U O O a GRADE SIDEWALK 0 2.0% GRADE LLo O U U N 0 U CURB (t6 ) 'r. ,. •,;- T o O) U Q Q tZ' Q METER y.. :.:.: I VAULT O Z CURB STORM WATER) o CL WATER 2'-0" o JURISDICTIONAL DISPOSAL 0 2� 12 LINE SERVICE FACILITY J�0 MIN. ELEVATION SET OF METER VAULT p p p p p O A/��/ ��/�� /\�\�j LID ATTACHED SIDEWALK LINE N N U Z Z Z 14 0 0 U Y Y E PLANS o z x a' FOR PIPESIZING VTO BEEEXTENDED 0 0 w MAX. 2" MIN. 3/ 10' PAST EDGE OF BED OR TO z z z Y 8 LOCATING WIRE 2 9 U J 13 THE CORP STOP ON THE MAIN EXTENDED 10' PAST EDGE OF 10 (WHICHEVER COMES FIRST) � � w = a N BED OR TO METER VAULT a 0 0 U Q p (WHICHEVER COMES FIRST) SERVICE MARKER SIDEWALK ® 2.0% GRADE v 2 ISOMETRIC VIEW OF 15 CURB ' FINISH LANDSCAPE (t6 ) 0 3 TAP CONNECTION o GRADE-NTS- g VAULT W LOCATING WIRE 17 n 9 19 > TOM U DIMENSIONS ARE FROM FINISH W =L' GRADE OR TOP OF LANDSCAPING in TO TOP OF METER LID. Z 18 LEGEND 1. WATER MAIN. 6 5 ° a ° 7 EXTEND 5 FT PAST VAULT NOTES O 0 2. EPDXY FACED SADDLE WITH IRON PIPE THREAD AND STAINLESS STEEL STRAP. 17 4 17 OR PER SITE CONDITIONS ELEVATION SET OF METER VAULT LID O 0 1. PIPE MATERIAL FOR SLEEVES SHALL BE SCHEDULE 80 PVC FOR SLEEVES LESS 3. BALLCORP TYPE INLET, AWWA TAPER JOINT DETACHED SIDEWALK 0 6 MIN. TE WASHED THAN 4 INCHES IN DIAMETER AND AWWA C-900 DR18 PVC FOR 4 INCH Z / 4. 1" DIA. GALVANIZED BRACE PIPE (APPROX. 18" LONG), 2 REQUIRED. AGGREGATE DIAMETERS AND GREATER. 5- FEMALE THREADED UNION FITTING TO MALE THREADS ON CURB STOP (1-1/2" OR 2"). SECTION OF METER SETTER&VAULT 0 U 6. BALL VALVE CURB STOP F.I.P x M.I.P. (1-1/2" OR 2") 2. SEAL ENDS OF PIPE SLEEVE WITH EXPANDING POLYURETHANE FOAM. Ouj 7. SERVICE LINE (1-1/2" OR 2"), POLY PIPE -NTS- MM 8. METER SETTER NOTES: NOTES 3. WATER SERVICES GREATER THAN 2 INCHES SHALL NOT BE CONSTRUCTED IN Z W In J 9. NOTCH FOR SERVICE LINE (FABRICATED WITH HDPE VAULT) SEEPAGE BEDS. 0- 10- HOPE METER VAULT, OR 30"0 CMP WITH GRADE RINGS AND MANHOLE RING AND COVER 1. IN THE ABSENCE OF A SIDEWALK, THE FOLLOWING DIMENSIONAL STANDARDS Z 1. NO TAP SHALL BE MADE WITHIN 18 INCHES OF THE PIPE ENDS. PER ISPWC SD402. SHALL BE APPLIED: 0 11. 41lx35" CONCRETE COLLAR FOR TRAFFIC AREAS. 2. THE DIAMETER ( 1-1/2" OR 2" ) OF EACH APPURTENANCE SHOWN HEREON SHALL BE THE SAME AS THE METER SIZE. THE METER LID SHALL BE A MINIMUM OF 3/4" ABOVE FINISHED GRADE OR W 0 12. 24" DIA. H-2D LID AND RING & "WATER" COVER. THE COVER SHALL HAVE A 2"0 RECESSED HOLE FOR METER TRANSMITTER. 3. METER SETTERS FOR LANDSCAPE OR PRESSURIZED IRRIGATION TOP OF LANDSCAPING (MAX. = 2"). J SYSTEMS - NO BYPASS SHALL BE ALLOWED. 13. 1 1/2" METER = 13 1/4" WITH GASKETS, 2" METER = 17 1/4" WITH GASKETS. (CITY TO q IF TWO OR MORE METER SETTERS ARE USED FOR SAME SERVICE - IN THE ABSENCE OF A SIDEWALK, THE C/L OF THE METER SHALL BE 2'-0" FROM BACK OF CURB. PROVIDE) NO BYPASS SHALL BE ALLOWED. 14. CAST IRON VALVE RISER WITH LID- SEE DWG W-11 5. PROVIDE SST INSERTS FOR ALL FITTINGS. 2. NO LARGE LANDSCAPING OR FACILITIES SHALL BE PERMITTED WITHIN A 5'-0" 15. 4" DIA. SDR 35 PVC PIPE, NOTCH FOR SERVICE LINE. 6. LOCATE WIRE TO EXTEND 24" OUTSIDE OF METER VAULT WHEN RADIUS OF WATER METER. 0 16. 1 1/2" OR 2' x 6" MIN STRAIGHT POLY PIPE UNCOILED. U (NOT FROM COIL) 7. NO ADDITIONAL FITTINGS ALLOWED BETWEEN CORP STOP AND WATER L 17. 1 1/2" OR 2" COMPRESSION FITTING M.I.P.xCOMPRESSION SERVICE ASSEMBLY. �SS'\ONAL FN� 18. SOLID PRECAST CONCRETE BLOCK 1' X 1' X 2" THICK 19. PLUG ENSf� /y 20. MIN 12" BETWEEN BACK OF SIDEWALK, BACK OF CURB, REVISED DEC 2022 REVISED DEC 2017 REVISED MARCH 2O23 OR GUTTER AND EDGE OF VALVE RISER SHEET NO: � CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. o - 15461 SUPPLEMENTAL (1 1/2" 2") WATER SERVICE SUPPLEMENTAL ELEVATION SET OF METER VAULT LID SUPPLEMENTAL METER VAULT PLACEMENT WHEN CD 1 0.0 Z TO THEIDAHSPECIOSCANDIONS ARDSFOR CONNECTION ,n f SPECIFICATIONS IDAHOTS - 3/4" & 1" SERVICES ,n,� SPECIFICATIONS SEEPAGE BED OR SWALE INSTALLED W7 �o V V TO THE IDAHO STANDARDS FOR V `► TO THE IDAHO STANDARDS FOR T PUBLIC WORKS CONSTRUCTION PUBLIC WORKS CONSTRUCTION PUBLIC WORKS CONSTRUCTION qTF�F��P�� DATE: 'D G'�'T F• N�RR 05-12-2025 i Dlg L N / l.lry b9ll1 rcun rvorreii oNkun norreikawcgia com,P 1 PAGE NO: PLcoa,.212111121s12„1s10 54 OF 69 CD Z J Z 00 U � ce- U w H w IL STORZ CONNECTION I 01 VALVE BOX LID O FIRE HYDRANT LOCATE STATION, SEE SEE SEC. 403 1�1FACE OF 24"�x6" CONCRETE COLLAR SEE DRAWING G5 DRAWING HYDRANT 5-1/4" LID, LEVEL W9 WITH CONCRETE SIDEWALK 6"-14" FROM BACK OF SIDEWALK OR 1/4" BELOW FINISH GRADE FINISH GRADE OR 24"-28" FROM BACK OF CURB BURY LINE FOR SEPARATED SIDEWALK v; a a v REFER TO DRAWING W11 a.'d FINISH GRADE ° •� v ° v 3 (2) #4 REBAR HOOPS OR FIBRILATED CONCRETE V 5"-8" J LOCATING 3/4" TO 1" CLEAN J WIRE DRAIN ROCK EXTENDS GROUNDING 12" HORIZONTALLY W W 6" VALVE WIRE FILTER a . BASE AND FROM EACH SIDE OF 2 CONC. CAST IRON VALVE RISER MJ x FLANGE FABRIC FIRE HYDRANT INSTALLED MAGNESIUM THRUST BLOCK AND r "M"x 6" TEE GROUNDING �j VERTICALLY TO 2" NO WATER SERVICE (MJ x MJ x FLANGE) ANODE io ABOVE HYDRANT WITH THRUST BLOCK DRAIN HOLE �_ II i,•'i•'' �•,,,i,•f/,•i' • • Z O 6" DIA. PIPE ••j •• •• / • , 04 CONNECTOR ( ••'/ :;:r %;,,%•.., ;%N %;,' AT LEAST 18" %/::•,•1%f :,sl,',%j:,%'. J I � V o DRAIN — O co Z CC) KEEP CLEAR '. 24"-30" FROM P/L TO > 1-- Z S:• CENTER OF Q I I I FI I I H I +H I I-I-H I+H I+H H I METER VAULT co w CAST IN PLACE CONC. PROPERTY LINE w0 (n VALVE SUPPORT ALL MJ CONNECTIONS w THRUST BLOCK Z / ( CN O 4 CF OF THRUST O SOLID PRECAST JOINT RESTRAINT FITTINGS CV m CONCRETE BLOCK BLOCK REQUIRED) U � 1' X 1' X 2" THICK (SEE NOTE NO. 5) T o SOLID PRECAST CONCRETE BLOCK I 1' x 1' x 2" THICK 6"-14" FROM BACK OF SIDEWALK N 2 - SOLID PRECAST OR 24"-28" FROM BACK OF CURB PROVIDE HEAVY GAUGE VALVE CONCRETE BLOCKS FOR SEPARATED SIDEWALK LOCATING WIRE TO BE w� NOTES 6" x 6" x 24" WIDE LAID ON TOP OF PIPE STEM EXTENSION IF BURY DEPTH AND FASTENED EVERY EXCEEDS 5' 10' WITH 10 MIL U) 1. JOINT RESTRAINTS TO BE USED AT ALL TEES, FITTINGS, AND JOINTS FROM MAIN TO HYDRANT. 3 WATERPROOF TAPE 2. ALL AUXILIARY VALVES SHALL BE LOCATED AT THE TEE ON THE WATER MAIN AS SHOWN ON THIS DETAIL. 3. PLACE LOCATING WIRE TO LOCATOR STATION. TAPE TO TOP OF PIPE EVERY 10' MAX. SPACING. SEE STANDARD DRAWING G-5 FOR PLAN VIEW DETAILS. -- W W 0) 4. ALL 4 1/2" OUTLETS TO BE POINTED TOWARDS PRIMARY STREET OR ACCESS ROAD. � FIRE HYDRANT & WATER SERVICE N N N N N N M N N cl) cl) Lo C7 N 5. ALL FIRE HYDRANTS SHALL HAVE A MINIMUM OF 5' RADIUS FROM MATURE LANDSCAPING OR OTHER FIXED VERTICAL OBJECTS, INSTALLED - SAME LOT N N w SEE DRAWING W9. N o N co co N F c STANDARD GATE VALVE 04 ao 6 w CD 04 a) 6. HYDRANTS WILL BE INSTALLED TO GRADE TO MANUFACTURES DESIGNATED BURY LINE ON HYDRANT. C900 WATER MAIN Z Z Z Z Z Z Z 7. HYDRANTS SHALL NOT BE PLACED WITHIN 10 FEET OF DRAINAGE SWALES. SOLID PRECAST CONCRETE U Y U U U U U m U GENERAL NOTES BLOCK 1' X 1' X 2" THICK O 8. HYDRANTS TO BE INSTALLED LEVEL & PLUMB. 1. SEE CITY OF MERIDIAN STANDARD DRAWING W6 FOR ELEVATION SET OF METER VAULTS. T 9. INSTALL GROUNDING ANODE AT MINIMUM 24 INCH DEPTH. 2. HYDRANTS SHALL NOT BE INSTALLED WITHIN 10 FEET OF DRAINAGE SWALES. W O W O c� 3. FIRE HYDRANTS AND WATER METER VAULTS SHALL HAVE A MINIMUM OF 5' RADIUS W co U U U 10. ALL FIRE HYDRANTS SHALL HAVE STORZ CONNECTION; EITHER BUILT IN OR APPROVED ADAPTOR MAY BE USED. CLEARING FROM MATURE LANDSCAPING OR OTHER FIXED VERTICAL OBJECTS INCLUDING NOTES W ch W F- (�j 11. ALL FIRE HYDRANTS INSTALLED BUT NOT ACTIVATED MUST BE COVERED WITH AN APPROVED BAG. FENCES. WHEN PLACED IN PARKING LOT ISLANDS OR OTHER AREAS SUSCEPTIBLE TO 1Q FOR VALVE BOXES IN STREETS WITH A SPEED LIMIT GREATER THAN OR W Q� W 0� W ' DAMAGE FROM VARIED TRAFFIC PATTERNS, DISTANCE FROM BACK OF CURB SHOULD BE EQUAL TO 35 MPH, USE BINGHAM AND TAYLOR HEAVY WEIGHT TRI-SKIRT 0 U 0 U Z O 12. LOCATE STATION MAY BE MOVED TO SIDE OF HYDRANT IF NEEDED TO MEET SPACING REQUIREMENT 36"-42", LID L4905-TRI W W Z Q >- Q >- O � REVISED MARCH 2O22 REVISED MARCH 2O22 W W a U N U REVISED MARCH 2D22 �_ 0 CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO, CITY OF MERIDIAN STANDARD DRAWING NO. W W Q w Of SUPPLEMENTAL SUPPLEMENTAL WATER SERVICE / SUPPLEMENTAL Z Z 2 � W � W > SPECIFICATIONS FIRE HYDRANT DETAIL SPECIFICATIONS J/9 SPECIFICATIONS VALVE BOX & LID DETAIL w w_ w_ w 2 w 2 O TO THE IDAHO STANDARDS FOR �� TO THE IDAHO STANDARDS FOR FIRE HYDRANT LOCATION V \/ TO THE IDAHO STANDARDS FOR J J O L LL aPUBLIC WORKS CONSTRUCTION YYY PUBLIC WORKS CONSTRUCTION YPUBLIC WORKS CONSTRUCTION 5 5 Q 0 Q 0 a C 0 � U Q 5 Q N 0 U 0 Q O () N cM � Lo co Il- co Z c 2 a� 0 N O O N 0 o U Y Y d c o 0 w LU c c 1 Z Z � `s O J � C.) of LU = a NO 0 0 0 U Q O N N OO TOM TOM U N O d N z J E p � U U 0 > F— Z LLJ U MQ U O W z U w -0 o >J c� 0 U NAL o�C�SS�oENSf�Nc�y SHEET NO: 15461 o CD-11 .0 � qTF OF WPC N. NORR�� DATE: L 05-12-2025 PAGE NO: oa,e z 55 OF 69 I--I v w J U zzo� Z � 0 U U � zax� U Q � zao Z V RODNEY EVANS + PARTNERS a . . . . LLuu M ® I reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 In r Lu BM J1 , + l ; ;_ OpooQp00000pp�� ©Q �0rp Q o Know w mrs mow. Ct I �•O •(� I �G%� Call before you dig 0o F o LF1- IVy`tV v CALL 2 BUSINESS DAYS o IN ADVANCE BEFORE �O� YOU DIG,GRADE,OR oo�Ooo 03/24/25FOR gNDSCAP p00O�O EXCAVATE UMARKI UF ° E / QQ G ��OQpp��ppp00p MEMB OER UTILITIES Q 0 �� I FT •. © - 0 Q 24.33' G as r 000 0 0 Q OQ II SE 3 I PROJECT INFORMATION LANDSCAPE NOTES: � I Q 5 TBACK U rv1 FROM PROPERN LINE L I LANDSCAPE REQUIREMENTS 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE J� PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. lTil_� 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARCHITECT'S PRIOR WRITTEN ® TOTAL PROPERTY SIZE=383,397.42 S.F.- ACRES O p LL LL L APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND CHARACTER MAY BE CONSIDERED IF SPECIFIED PLANT i-i • LL L L LL L LL LL LL _ LL LL L LL L O ZONING DISTRICT=RUT O L LL _ LL L • O LL LL L LL LL LL L LL L p•' LOT IMPROVEMENTS AREA=383,397.42 S.F. MATERIALS CAN NOT BE OBTAINED. � � N ' BUILDING COVERAGE: 88,307.59 S.F. 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS.\1 0 � HARDSCAPE COVERAGE: 147,277.83 S.F. •o •o o• 4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION: o00 - • O O •' • o 0 o START-UP. - � - I o LANDSCAPE COVERAGE: 147,812 S.F. 0 O 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. NUMBER OF PARKING STALLS PROVIDED: 6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. C� ~ 0 C'7 I o0L_ 11WHIIN 86 0 COMPACT STALLS PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. Z > 00 LLS- - - - 7. IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES AND - 0 ADA STALLS CALL OUT SYMBOL NUMBERS. J j TOTAL: 86 STALLS 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3"DEPTH OF 1"MINUS MEDIUM BARK MULCH. LZZLL LLLZ / TOTAL NUMBER OF TREES: 123 SUBMIT SAMPLE FOR APPROVAL. J L.6J -RR - - TOTAL NUMBER OF TREE SPECIES: 10 ; 5 SPECIES REQUIRED 9. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF o• - - PROVIDED PARKING LOT TREES-23 ACCEPTANCE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION O 0� Q 4 ------'- -- ----- IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. LU CO• • Qa• Qa G oOO�,� �Oo OOo O I I I o o i � - so - - - - _ 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE U Q - - / 0 00° v0 PATHWAY LANDSCAPE REQUIREMENTS: DRAINAGE IN ACCORDANCE WITH THE SITE CIVIL GRADING PLAN. Z LLB 5 FT.WIDE LANDSCAPE AREA BUFFER LLLLL__--_-LLLLLLLLLLLLLLLLLL- i o 0 11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF APPROVED COMPOST PER 1000 � LL L L T�TIT-IT�f�1TTTLCCLLLLLLLLLLL CL 1,690 LIN. FT.; 1 PER 100 LIN. FT. L LI _________L LR L SQUARE FEET. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL. LLB LLLLLLL L+�LLLLLLLLLLLLLLLLLLLLLLLLLL REQUIRED TREES: 17 12. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM'PLANTING TABLETS. QUANTITY PER MANUFACTURER'S 0j _ - , PROPOSED TREES: 17(6 TREES LOCATED OUTSIDE OF KELLOGG RECOMMENDATIONS. (n ti • DRAIN EASEMENT) 13. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0"CLEAR ZONE OF ALL STORM DRAIN PIPE,STRUCTURES,OR W N OPEN SPACE REQUIREMENTS: FACILITIES. LO M I I I / - -- - I 57,903.25 SF; 1 PER 8,000 SF 14. STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE � L REQUIRED TREES: 7 CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. - _ PROPOSED TREES: 15 15. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. a 1 L 1 11rjr LANDSCAPE BUFFER REQUIREMENTS: TOPSOIL NOTES M NORTH LANDSCAPE BUFFER(W. USTICK ROAD-PRINCIPAL ARTERIAL): 1. TOPSOIL REQUIREMENTS: ASTM D 5268, PH RANGE OF 5.5 TO 7, FOUR PERCENT ORGANIC MATERIAL MINIMUM, co � 573.5 LIN. FT. DOES NOT INCLUDE ENTRY DRIVES Q D T( ) FREE OF STONES 1/2 INCH OR LARGER IN ANY DIMENSION AN OTHER EXTRANEOUS MATERIALS HARMFUL TO 0 25+FT.WIDE LANDSCAPE BUFFER PROVIDED PLANT GROWTH. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY,TOXICITY,AND GENERAL - (25 FT. LANDSCAPE BUFFER REQUIRED) TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S ® \ _ - REQUIRED TREES-16 FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE BY THE a m PROVIDED TREES-16 CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. < 2. REUSE EXISTING TOPSOIL STOCKPILED N THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QU ANTITIES S . REQUIRED SHRUBS-77 W0 ARE INSUFFICIENT. VERIFY SUITABILITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL U) 0 PROVIDED SHRUBS-81 TEST/ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A W LOOSE, FRIABLE, SANDY LOAM,CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS,WEED SEEDS, ROCKS, SOUTH LANDSCAPE BUFFER(R-8): GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ONSITE TOPSOIL DOES NOT MEET THESE 0 (q _ 590.7 LIN. FT. MINIMUM STANDARDS,CONTRACTOR IS RESPONSIBLE TO EITHER: Q z 12 FT.WIDE LANDSCAPE BUFFER PROVIDED A. PROVIDE APPROVED IMPORTED TOPSOIL,OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING N (0 FT. LANDSCAPE BUFFER REQUIRED) SIMILAR SOIL CHARACTERISTICS TO THOSE FOUND ON THE PROJECT SITE. OBTAIN TOPSOIL ONLY FROM 3: - REQUIRED TREES-0 NATURALLY,WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES,OR w W jo PROVIDED TREES-0 B. IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT./ W; :• \ I - 3. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE � EAST LANDSCAPE BUFFER(R-8): FERTILE, FRIABLE, NATURAL LOAM,SURFACE SOIL, REASONABLY FREE OF SUBSOIL,CLAY LUMPS, BRUSH,WEEDS p AND OTHER LITTER,AND FREE OF ROOTS, STUMPS,ORGANIC MATTER LARGER THAN 2 INCHES I N ANY DIMENSION, o°� I 269.9 LIN. FT. AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO Q 1011 14.5 FT.WIDE LANDSCAPE BUFFER PROVIDED ACHIEVE THIS REQUIREMENT. l (0 FT. LANDSCAPE BUFFER REQUIRED) 1 = ' 4. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A RECOGNIZED I REQUIRED TREES-0 COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND O L PROVIDED TREES-11 RECOMMENDATIONS SHALL BE FURNISHED TO THE ARCHITECT'S REPRESENTATIVE BY THE CONTRACTOR. ALL `o z \ \ _LLLL - - TOPSOIL SHALL BE AMENDED TO ACHIEVE SPECIFIED PH AND ORGANIC REQUIREMENTS. RE-TEST TOPSOIL PRIOR .LLLL _ WEST LANDSCAPE BUFFER(N. LINDER ROAD-PRINCIPAL ARTERIAL): TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLACED WHILE IN A L.\ _LLLL 603.1 LIN. FT. (DOES NOT INCLUDE ENTRY DRIVES) FROZEN OR MUDDY CONDITION. \ \ \ .LLLL Iq \ \ 58+FT.WIDE LANDSCAPE BUFFER PROVIDED 5. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS AS SCHEDULED. PLACE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO PROPOSED FINISH GRADE,1 LLLL '© Q (25 FT. LANDSCAPE BUFFER REQUIRED) o f AS REQUIRED. \ A REQUIRED TREES-17 0 LLLL LLLL 6. COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: d d d LLLL PROVIDED TREES-17(NMID IRRIGATION EASEMENT RUNS ALONG A. LAWN AREAS:9 INCHES MINIMUM OR AS NECESSARY TO ACHIEVE EVEN GRADES WITH SURROUNDING LAWN N J J _5 F 1111 WESTERN PROPERTY LINE,6 TREES LOCATED OUTSIDE OF � \ AREAS. S \ \ \ FG 0�9 0� LLLL - PLANTER STRIP/RIGHT-OF-WAY ALONG LINDER) B. PLANTER BEDS: 18 INCHES MINIMUM w o Lw ` ° REQUIRED SHRUBS-86 7. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND Oz z z U 0 Y Q O 00 _ PROVIDED SHRUBS-87 FILL DEPRESSIONS,AS REQUIRED TO MEET FINISH GRADES. FINISH GRADE OF TOPSOIL SHALL BE 2"BELOW FINISH p Q U) w a \ I S' w = I � O GRADE OF PAVEMENTS AREAS FOR SOD AND 1"FOR SEED. � a O ° ° a o 0 LLLL U Q III INTERNAL PRIVATE ROADS: 8. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. _LLL LL II REQUIRED TREES-0 9. ALL GRAVEL,SUBBASE,AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE LLLLL PROVIDED TREES-21 STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK MATERIALS SHALL BE STOCKPILED OR P TEMPORARILY PLACED IN PROPOSED LANDSCAPE AREAS TO PREVENT LANDSCAPE AREAS FROM BEING O \ \ II L LLLL OOC I 0000 _ j CONTAMINATED WITH ROCK MATERIALS. CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO \ \ I II L •0000 _ LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. 10. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS V\ . I \ \ � • • L - - - - -_ - AND DISPOSE OF PROPERLY OFF SITE. I � o \ * • L LL LLI LL \ * oa rr • Lu WEED ABATEMENT NOTES: L z 1. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR HYDROSEEDING. Z O_ - 2. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH"ROUND-UP"(CONTACT HERBICIDE)OR APPROVED EQUAL. O _ _ ��• 3. DO NOT WATER FOR AT LEAST SEVEN(7)DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. (IJ 4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN(14)DAYS. AT \\ _ CONCLUSION OF THIS WATERING PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE(3-5)DAYS. / 5. APPLY SECOND APPLICATION OF"ROUND UP"TO ALL EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE WITH Z o° oo •' •' •• MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST SEVEN (7)DAYS. REMOVE O W :. ' _ RR • WEEDS FROM THE SITE. 6.;, x °> - , . ,, IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO(2)APPLICATIONS,CONTRACTOR SHALL BE Z _ r •s r ' DIRECTED TO PERFORM A THIRD APPLICATION. Z '^ \ '' 7. AT THE TIME OF PLANTING AND HYDROSEEDING,ALL PLANTING AREAS SHALL BE WEED FREE. vJ W b o� J Q m �w LL \ \ CREASON K W w + a SUBDIVISION No. 2 O Q OVERALL LANDSCAPE PLAN SHEET NO: L1.0 40 0 40 80 120 SCALE: 1"=40'-0" DATE: 03/24/25 PAGE NO: 1 OF 6 o HH � w x z 1 V) ww � cl- ZD 3"DEPTH OF MULCH AT PLANTER �1 U E~ O W . USTICK RD . 8„ BEDS Q Qao Z (D ZV ® qE SA2 VC2 JB3 �2HS AW2 RODNEY EVANS + PARTNERS a + + + + w 4 4 2 3 2 6 6 B F - - 3 - - - - - -� - - reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 (~n LU 8 o0000 + - �MB III��III� IIIII �� APPROVED TOPSOIL AND SOIL � °F AMENDMENTS AS SPECIFIED - - -PRR RR - IRR IRR ` i- IRR IRR R - FINISH PLADNSKnow r5bel ow I RR, Call before you dig. ` � PLANTER BED CUT EDGE o�' y�� CALL 2 BUSINESS DAYS 1 � \p IN ADVANCE BEFORE ��0� 03/24/25 �� EXCAVATE FOR THE ��{��{� - - - - - ��0- - - ��.\ � NOT TO SCALE ooFp GoYOU DIG,GRADE,OR ® r (TYPICAL AT TREES IN TURF AREAS) Poo° MARKING N °000�lVpSCN?oo°° UNDERGROUND / R34 VC2 � 1 / �•y 11 GS2 OQp��0 MEMBER UTILITIES BR2 2 1 LANDSCAPE LEGEND �^ 18 PN2 PF r REMOVE ANY PLASTIC, BURLAP, NAILS, OR OTHER 0 �-y MATERIALS FROM THE ROOTBALL WHICH MAY LIMIT PN2 6 0 • ROOT GROWTH J 5 CO3 P03 • J PLANTS TO BE INSTALLED 6 .O GS2 0 � 1 • CONSTRUCT 2"EARTH BERM TO FORM A WATER co; 1 I 1 ( RETENTION BASIN, FILL BERM WITH MULCH,AS AE J BR2 P02 SPECIFIED 5 PN2 2 T- 3 fi 6 v- MULCH, PER PLANS, 3"DEPTH OVER ENTIRE BED. DO KP O ZV 1 0 O PD + NOT COVER CROWNS OF PLANTS CUT EDGE AS DETAILED 0 L BR210� 2 { 980 5 - V/%V// V/V/� - - - - PROPERTY LINE(VERIFY) (� p 1 O EW2 / // PROVIDE COMMERCIAL FERTILIZER TABLETS AND �. KP -III-III \ / \ BIOSTIMULANT,AS SPECIFIED, FOR EACH SHRUB (� C� J I O 1 3 -III ///\�// //�//� 4' 0"TALL VINYL FENCE,SEE DETAIL z CD PH3 1 IS - ////// /// // - BACKFILL WITH APPROVED TOPSOIL AND SOIL Q 0 6 CO 3 (� `�' VC2 8 _ - / - //\\�\ _ AMENDMENTS,AS SPECIFIED. BACKFILL IN 6" LIFTS, 6' 0"TALL VINYL FENCE,SEE DETAIL J - V\ EW2 6 1 WATER EACH LAYER, DO NOT TAMP OR OVER 2/L1.4 2 EW2 -I COMPACT. W 6 PH3 9 =III,„I I II I II I I „I I U) J 1 � L1.1 0 PN2 6'-0"TALL WROUGHT IRON FENCE,SEE Z Q - • ED ED 5 0 12' WIDTH OF 12' CONSTRUCT 6"MOUND OF TOPSOIL 6 EW2 DETAIL 3/L1.4 0 0' m LLL�. MIN. ROOTBALL MIN. 6 7 O P02 2 WROUGHT IRON GATE PEDESTRIAN 0 MG EW2 0 0 3 - NOTES: F1 GATE, HEIGHT TO MATCH ADJACENT z LU ry\ I 1 I 9 O 0 PN2 1. SHRUB HALL BEAR SAME RELATIONSHIP T RADE A IT DID INNURSERY. FENCING,SEE DETAILS 1,2&3/L1.4 � LL _ EW2 2 S U S SO G SLJJ \ I PH3 3 VC2 ^' 2. WATER SHRUB TWICE WITHIN FIRST 24 HOURS. (n PB3 1 ` V AS DETAILED LANDSCAPE BOULDERS Uj 3. THIN BRANCHES AND FOLIAGE BY/3. EM 7 N 6 \ 1 1<1f4. DO NOT CUT LEADERS TO RETAIN NATURAL SHRUB SHAPE. W N 5. FOR CONTAINER GROWN PLANTS THAT ARE ROOTBOUND, SPLIT THE ROOTBALL WITH 3 EQUAL SPACED L(7 \ i i p ap' o BX _ - - - - - - - PP6 - VERTICAL CUTS. FQc1 QUANTITY M PLANT IDENTIFICATION KEY i D p o �e i � \ o boo o , o 3 PP1 16 -I 12 \ ED ED , 16 Mt1p = , w SHRUB PLANTING 3 I2 CALLOUT NUMBERS ' ED NOTES BELOW NUMBERED 3 3 EW2 ED GS2 Gs2 I NOT TO SCALE CALLOUT NOTES # N EW2 \ , o% �',; 3 2 0 m � 5 \ ' - EW2 0 EW2 GS2 EW2 1 1 1. VISION TRIANGLE 0 \ °' 6'D ' O 6 1 PN2 PC V J 2. PROPOSED CLUSTER MAIL BOX. COLOR AND STYLE BY CE 5 O 0 4 2 4 OTHER \ \ 0 8 0 0 P32 PN2 PH3 PH3 PBI LL] 3. PROPOSED MONUMENT SIGNAGE BY OTHER °a ROOT FLARE TO BE AT SOIL LINE J m G ( 1 2 4 ` I I I Q PREVAILING WIND DIRECTION 4. PROPOSED BIKE STORAGE.COLOR AND STYLE TO BE - 1 PL 'rr+^^' DETERMINED BY ARCHITECT Lw \ GS2 O CE CO3 LM LM 3 AD V J 5. PROPOSED DOG RUN(5000 so U) 4 3 2 2 \ 4 1 SOIL LINE 6. PROPOSED DOG WASH STATION LU 1 15 - \ ED 1: 7. PROPOSED PLAY AREA p v7 + O Q,�C3 Q N REMOVE DEAD/DAMAGED BRANCHES AND 8. PROPOSED PLAZA WITH PERMEABLE PAVERS.SEE 0 Z I I 3 o i W PRUNE TO INTERNATIONAL SOCIETY OF Q O_ � HR CIVIL PLANS FOR ADDITIONAL INFORMATION P03 CE PD4 P03 PD4 CE ARBORICULTURE STANDARDS; IMPROPERLY N U7 7 9. PROPOSED PLAZA WITH STANDARD PAVERS.SEE CIVIL PN2 `'' ' 'D " 2 7 7 2 6 6 CJ Z PRUNED TREES(AS DETERMINED BY THE w > I 1 , ' BR2 8 12 LANDSCAPE ARCHITECT)SHALL BE REMOVED > � PLANS FOR ADDITIONAL INFORMATION w I` J AE 4 PN2 �' �' BR2 PC AND REPLACED. DO NOT REMOVE MAIN 10. PROPOSED BENCH,STYLE AND COLOR TO BE w '' 5 II DETERMINED BY OWNER 3 � , P � 3 I . LEADER.. Uj I PH3 1 > , D, KP 6 111. PROPOSED CO3 5 0 CO3 RUBBER CINCH TIE 12. PROPOSED 8'WIDE PATHWAY VC2 2 PB 1 U GS2 7 4 6 3 13. IRRIGATION EASEMENT-NO TREES TO BE PLANTED Q 2"x 2"WOOD STAKE LENGTH AS P o I ED EX PC7 BR2 EX BR2 � ( WITHIN EASEMENT O Z - '"i - 25 AR REQUIRED)-DO NOT PENETRATE ROOTBALL. 14. TRASH ENCLOSURE BY OTHER v i 0 0 Z I 13 3 8 7 3 I ' g SEE NOTE 1. SET STAKES PARALLEL TO 15. PROPOSED STAMPED CONCRETE PEDESTRIAN to I 3 0 � o ' D � � , � �� - - - -I- -I- I-I-I -I- -I - � PREVAILING WIND. I - - ( - I : CS - / CROSSING PER CITY OF MERIDIAN STANDARDS.SEE i >D, o D O O3P O • O % 4 + 7 / CIVIL PLANS FOR ADDITIONAL INFORMATION. I PD4 e e e • O I 1 z _ REMOVE TREE WRAP TRUNK PROTECTION, 1 I 0 MM o AFTER INSTALLATION -�- - = 6 1 Q ZV MP - CE J U CONSTRUCT 2"EARTH BERM AT EDGE OF 0 4 2 ILL P03 EW2 LM L- ROOTBALL, FILL TREE RING W/MULCH,AS o - LLLLLLLLLLLLLLL 1 3 7 � � � z � SPECIFIED. LLL�LLLLLLLLLLLLLLLLLLLLLLLLLLLLLL Rlfco3 [E:-!;E:: P9 SB1 15 QLLLLLL" 'LLLLLLLLLLLLLLLLL 1 LLLLLLL 15 9 g 3 CV FROM TRUNK. LAYER, KEEP MULCH 3"AWAY AREA �p d z z � > DR 1 DR1 - RR CE PD4 PC7 PN2 - 4 1 ~ - o Q 0 w �a a' 3 6 6 5 4 L 1.1 1 C _ o' w = a I, a o U Q 13 15 FINISH GRADE O N F +'/ PP6 IKK IRR jr-mo" RR IR - IRR IRR IR w o BF 14 PH3 o V�/ / /// // // /�V //V// //// // /�/ COMMERCIAL SLOW RELEASE FERTILIZER Q v // /jam/j j�/\ //\// / /j�/j TABLETS - 8 PD4 PH4 cn o = - i / - - SIDES OF HOLE ROUGH&UNEVEN SA2 6 - - - -III - � - - - o `�' 2 M I CE I - - - - - - - - - - - A ~ I I I-I - -I Ii - BACKFILL WITH APPROVED TOPSOIL AND JB3 I 3 O �I O 0 O O O 1 1 III SOIL AMENDMENTS AS SPECIFIED. 2 I PH3 O -1 . 1-III l BACKFILL IN 6" LIFTS,WATER EACH LAYER, OI / PD4 CE D6 WIDTH WIDTH WIDTH WIDTH WIDTH TAMP LIGHTLY AS REQUIRED, BACKFILL ��\ W 3 I b PP6 P22 P34 JB3 I P61 P53 RR 6 OF BALL OF BALL OF BALL OF BALL OF BALL z VC2 � 3 � 4 5 6 EX SOIL EVEN W/TOP OF ROOTBALL, '� 5' MIN. DIA. 11 c AW2 I CO3 2 � BX TREE RING DO NOT OVER COMPACT!! 7 _ 0 5 0 HH PD4 PH2 SET ROOTBALL ON NATIVE, UNDISTURBED L O 8 - I P33 � 3 3 3 3 � SOIL � >- H2 = I 0 DR1 � � 1 NOTES: 7 > O12 FP 3 FP PH4 1 1. REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP 2/3 OF ROOTBALL. REMOVE ALL NAILS,TIES,AND PLASTIC FROM z 0 CV ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY KEY MAP 0 00 6 PP6 1 3 JB3 PD2 HH 6 P( BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. z 2. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO ENSURE 11 1 11 PH3 CO3 PC7 3 RR 6 A THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR SCALE : 1 - 200 z fU) 13 3 3 1 10 P03 BR2 BX 2 AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE w vJ 3 3 2 WARRANTY PERIOD. J DR1 P02 r MP \ P 3. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE 6 2 - - ARCHITECT BEFORE PROCEEDING. P231 4. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT O VC P( MATERIAL. 3 5. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 6. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. MATC H L I N E - SEE SHEET L 1 . 7. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 8. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT BARRIER(DEEPROOT LANDSCAPE PLAN - AREA ONE S#24-2HALL OR APPROVED EQUAL) LOCATE ROOT BARRIER AT BACK O CURB AND EDGE OF SIDEWALK ALL TREE INSTALLATIONS SHALL CONFORM TO ALL AGENCY APPROVAL REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. SHEET NO: L1.1 20 ° 20 40 60 DECIDUOUS TREE PLANTING SCALE: 1"=20'-0" 3 NOT TO SCALE DATE: 03/24/25 PAGE NO: 2OF6 o U HH � w x z 1 Cn wwU ZD I � zaxU U I Q ° z U W . USTICK RD . . .HS SA2 ■ HS SA2 I RODNEY EVANS + PARTNERS a + + + + w 6 2 reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 (~n 6 2 I W ZV BF VC2 JB3 AW2 7- LU 2 8 3 2 6 ` 1 BF VC2 JB3 AW2 ZV AE o�° °p000 8 3 2 6 2 o0000 oq o If r 1 E of _ + Know whars below . Call before you dig. PP6 'A' 'A' Off` LH- I QZJ U CALL 2 BUSINESS DAYS 6 �O� YOU DIG,GRADE,OR J o02 \p IN ADVANCE BEFORE 13 - - - - - - - -\- - - EX 20 000000 03/24/25 P�000 EX MARKING OF HE �+ / 5 O / {{3{ - - - - - - - - CE A= LENGTH,AS SPECIFIED �o�o�apoopp�°°°°o MEMBER UTUNDERGROLIT ES • O OR PER PLANT SCHEDULE ' CO3 AE PP6 P02 CE CO3 PP6 CO3 ® - ' - 0 20 y .P 00 LANDSCAPE LEGEND 5 2 4 6 5 4 11 DR1 EX RR EX PH3 PP1 PH3 PP1 tP�0�2 B=85%OF'A' r PH4 p I RR 3 12 5 12 8 2 6 3 1 1 P02 1 8 O 2 + PH3 1 1 1 CE + J M P03 T_ CE P02 l 6 1 I 12 + + 0 PLANTS TO BE INSTALLED J 3 3 I !]2 DR1 9 1 EW2 PLAN VIEW FINISH GRADE PER PLANS 0 5 11 M CE 0 + 5 6 GROUNDCOVER PLANTING PER PLANTING PLAN .` 2 0 I I DR1 o PP1 L 3 0 17 MULCH, PER PLANS,3"DEPTH OVER ENTIRE BED. CUT EDGE AS DETAILED O W DO NOT COVER CROWNS OF PLANTS � �_ LO 1 EW2 3E 10 0 0 0 KP TILL SOIL TO A DEPTH OF 12", BACKFILL WITH - - PROPERTY LINE(VERIFY) 2 (� O ° CE -I APPROVED TOPSOIL AND SOIL AMENDMENTS,AS 4'-0"TALL VINYL FENCE,SEE DETAIL IS 2 6 1 �\ V �� \ \ \ SPECIFIED. 2/11.4 Z 24.33' 6 {} } o \ \ \ \ \ 0 I o N -III ;�j/\//\//\//\\//\//\//\//\//\//\//\\\ / SUBGRADE 6' 0"TALL VINYL FENCE,SEE DETAIL J ^ v LU - 2/11.4 OG) 15 PP1 6-0"TALL WROUGHT IRON FENCE,SEE Z Q - 6 -III DETAIL 3/L1.4 1 � 0=1 I-III-III-III-I 1=III=1 =1 -� I r,lIA SETBACK WROUGHT IRON GATE PEDESTRIAN PD -III - 1 U LU coFROM PROPERTY LINE, . -1 =i 0 F1 GATE, HEIGHT TO MATCH ADJACENT Z LU L N 15 I SECTION FENCING,SEE DETAILS 1,2&3/L1.4 � LL. I 2 W GS2 GS2 L1.2 LANDSCAPE BOULDERS I--- Uj J 1 J NOTES: �� AS DETAILED W CV 1 L L L �L�L L L 1. ALL GROUNDCOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR PATTERN. � LILLILLL L L L L L L L co L L L L L+� L L L L L L L L L L L L GS2 I 2 BEDSY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL GROUNDCOVER �j. QUANTITY � LL L ILL ILL ILL 3 ILL ILL L L ILL- ILL_ LLLLL ILL_ _L L L� FQC1 PLANT IDENTIFICATION KEY L L L L_ L L_L I �+3 ILL L L- L_L L_L_ L L_ Co L L IL L_L L . ILL L L1 L L___L___ L L_ LL LL L ILL L ILL 3 ILL _L LL CALL OUTNUMBERS LLL L LL LL L _IL-L_ Pp GROUNDCOVER PLANTING CALL OUT NOTES/ NOTESBONOUVMBERED N _ m � rn 1 1 NOT TO SCALE 1. VISION TRIANGLE Q P02 2. PROPOSED CLUSTER MAIL BOX. COLOR AND STYLE BY 4 OTHER } L AT 15 - O O O sA 3. PROPOSED MONUMENT SIGNAGE BY OTHER J m L -- - CS 3 ROOT FLARE TO BE AT SOIL LINE. 4. PROPOSED BIKE STORAGE.COLOR AND STYLE TO BE PC2 9 � PC2 P02 CE DETERMINED BY ARCHITECT LU 3 -- PH4 6 PREVAILING WIND DIRECTION 5. PROPOSED DOG RUN(5000 sf) U) PC qp 5 6 BX VC2 P02 CO3 6. PROPOSED DOG WASH STATION LU 'FAD PL 2 PL HP 6 N VC2 CO3 MM 5 6 5 6 8 7. PROPOSED PLAY AREA p 5 MM 6 z 3 20 REMOVE DEAD/DAMAGED BRANCHES AND p U7 °o°o° P02 3 MM 8. PROPOSED PLAZA WITH PERMEABLE PAVERS.SEE Z W - _ PH4 PRUNE TO INTERNATIONAL SOCIETY OF Z - 4 - - AD 3 CE 1 - - - 4 SOIL LINE ARBORICULTURE STANDARDS; IMPROPERLY CIVIL PLANS FOR ADDITIONAL INFORMATION N O a 9. PROPOSED PLAZA WITH STANDARD PAVERS.SEE CIVIL to AD HP AD 12 6 L1.3 5 PRUNED TREES(AS DETERMINED BY THE PLANS FOR ADDITIONAL INFORMATION Lu W PH2 4 AT AT 6 12 LANDSCAPE ARCHITECT)SHALL BE REMOVED � / AND REPLACED. DO NOT REMOVE MAIN 10. PROPOSED BENCH,STYLE AND COLOR TO BE LLI 3 13 3 PC2 - o LEADER!! DETERMINED BY OWNER HS PC2 5 15 LZLZL CS MM C 11. PROPOSED 5'WIDE PATHWAY 0 U3 6 I 6 + . g RUBBER CINCH TIE 12. PROPOSED 8'WIDE PATHWAY U GS2 EM AT EM IRR . 13. IRRIGATION EASEMENT-NO TREES TO BE PLANTED Q 1 14 12 2"x 2"WOOD STAKE(LENGTH AS WITHIN EASEMENT 3 - - - - e REQUIRED)-DO NOT PENETRATE ROOTBALL. 14. TRASH ENCLOSURE BY OTHER PL ® PC7 tRRR/W SEE NOTE 1. SET STAKES PARALLEL TO O C 2 PC PL �R, 1 a a • PREVAILING WIND. 15. PROPOSED STAMPED CONCRETE PEDESTRIAN to z c 2 5 ERR (�S CROSSING PER CITY OF MERIDIAN STANDARDS.SEE AR 3 • • CIVIL PLANS FOR ADDITIONAL INFORMATION. +� 0 0 0 0 0 o 6 PO2 U �� U � • CONSTRUCT 2" EARTH BERM AT EDGE OF 3 OOOo oo o OO t + c O O AT VC MDR1 PH4 © Q. n ROOTBALL, FILL TREE RING W/MULCH,AS 00 DR1 PH2 CE PH4 RR PH3 VC 3 3 4 CE RR PH2 PH3 MP o 5 6 4 8 1 6 4 5 4 6 10 6 o• ° SPECIFIED. N � � � � PB HH i � 0 3"THICK MULCH LAYER, KEEP MULCH 3"AWAY o 1 -�� 6 0 o FROM TRUNK. R A O w w > �/ HH L FP PH4 HH HH PH4 PH2 Q � CV 1 PH4 17 6 3 3 3 I 3 3 3 0 ❑ T\/�/O a o wo v aQ 5 FIX O e + _ •o I V V AT 3 I + o FINISH GRADE EX J MPCf) cn \\ \\ \ =i COMMERCIAL SLOW RELEASE FERTILIZER AT I 1 VC RR PD2 003 MP PD2 RR P03 o U' /- _ / - TABLETS 3 11 AR 10 3 3 1 3 3 3 III -III_ III SIDES OF HOLE ROUGH &UNEVEN 3 I BR2 BX � ; 9 � 3 2 Ill • - ! 11 + BACKFILL WITH APPROVED TOPSOIL AND - WIDTH WIDTH WIDTH WIDT WIDTH SOIL AMENDMENTS AS SPECIFIED. I \ Z Z 1 CJ BX BR2 P03 OF BALL OF BALL OF BALL OF BALL OF BALL BACKFILL IN 6"LIFTS,WATER EACH LAYER, Z O 15 2 3 3 MP VC 5' MIN. DIA. TAMP LIGHTLY AS REQUIRED, BACKFILL _ 1 SOIL EVEN W/TOP OF ROOTBALL HH O �^ AT CO3 PH2 4 TREE RING ' 6 I 0 DO NOT OVER COMPACT!! V J L 7 3 5 PD4 CV PH2 PH4 HH 4 SET ROOTBALL ON NATIVE, UNDISTURBED z 3 3 3 SOIL HH PH4 PH2 � PC2 AT 6 o 3 3 3 SA2 NOTEs: KEY MAP O BX m 14 _ 14 EX 3 BF z11 _ 1 11 z AD MM 1. REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP%OF ROOTBALL. REMOVE ALL NAILS,TIES,AND PLASTIC FROM SCALE : 1 200 0 z �/� 20 < - ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY W ' I 10 k. 6 2 o PC7 I BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. PL PB VC RR PD2 1 CO3 2. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS RESPONSIBLE TO ENSURE J 2 11 9 3 BX I MBR P03 2 2 THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE PC 3 WARRANTY PERIOD. 7 17 _ _ I 3. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 4. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT M AT C H L I N E - SEE SHEET L 1 .4 MATERIAL. 5. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. LANDSCAPE PLAN - AREA TWO 6. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. SHEET NO: 7. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. L1.2 20 0 20 40 60 SCALE: 1"=20'-0" CONIFEROUS TREE PLANTING DATE: 2 NOT TO SCALE 03/24/25 PAGE NO: 3OF6 o HH � U UW VARY HEIGHTS OF BOULDERS. w 18"-36" DIAMETER BOULDER,AS 04 0 Z (n d � zz SPECIFIED, LOCATE PER PLANS C)w w Z U ZD a 30"-60" DIAMETER BOULDER,AS U Q a w U SPECIFIED, Z O CD M AT C H L I N E - SEE SHEET L 1 . 1 RODNEY EVANS + PARTNERS a is + + a w � /— � _ —— �\ reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 I L3� --- _. cn LU P02 CE JB3 I HH 0000�0000000p000 4 6 O 1 6 1/3 of o00 �E OF ZV % I HH PD4 PH2 CV ' 1 3 Stone Height 1/3 o°O��P PR �I �ynoOOo 1 V DR1 PN2 PH4 3 3 3 6 III V 1 — — 7r 7rl-rI� I� KnoWwn,ar�behnr. 13 3 BX —I I�I'rr— �17=T J 1 1—III—III I X �� Call before you dig. �1.. IT_ -rr 1�IT 1TT -771—i i�l III III Off" L/'1— I V J'tV ^� CALL 2 BUSINESS DAYS O I 15 I PD4 PH3 2 PH4 3 11 — —III= I-1 I I— I I 1—III-111— 1- o°� \p IN ADVANCE BEFORE 1 4 PN2 2 J \ EX � °o`fF` 03/24/25 �� YOU DIG,GRADE,OR 3 °o Q O EXCAVATE FOR THE 1 \ 6 COMPACT SUBGRADE UNDER o' Po� MARKING of CO3 PD2 RR BOULDER AS REQUIRED O�op /VDSCAPGoo P03 P02 PH3 "� � y 00 UNDERGROUND PH3 4 5 AE I 3 JB3 BR2 VC AD °ooa000000p000 MEMBER UTILITIES 1 3 3 10 FINISH GRADE PER PLANS 10 I 1 — I 0 - 3 3 g NOTES: LANDSCAPE LEGEND PP1 1 PH3 — — + 1. NOTIFY LANDSCAPE ARCHITECT WHEN PLACING BOULDERS FOR APPROVAL. 6 + 12 I ` � 7 MP \ O 2. PLACE BOULDERS PRIOR TO INSTALLATION OF IRRIGATION. U +1 I 1 P03 BX 3. CLEAN BOULDERS OF SOIL AND LOOSE DEBRIS. J I PD4 \ I RPC I3 2 4.WHEN PLACING BOULDERS, BURY 4 TO 3 OF BOULDER BELOW FINISH GRADE. + + PLANTS TO BE INSTALLED J-' 7 PN2 PH4 JB3 5. DO NOT SCAR OR DAMAGE BOULDERS. v DR1 CE 2 3 1 I HH 6.WHEN GROUPING BOULDERS, DISTRIBUTE SIZES EVENLY (I.E., IN A GROUP OF(6), O 12 I I \ 3 \ 3 CE PD4 RR PH3 HH PD4 PH2 6 (2)WILL BE LARGE, (2)WILL BE MEDIUM,AND(2)WILL BE SMALL). \� 5 4 6 3 0 3 3 3 CV ZV 6 BOULDER B O U L D E R INSTALLATION CUT EDGE AS DETAILED 0 L0 2 NOT TO SCALE_ — _ _ _ _O O O -_ -O_ O 8 _ _ _ _ I PH4 ED EX - - 2/L1.4 PROPERTY LINE(VERIFY) 0 p BF \ \ I J 3 4'-0"TALL VINYL FENCE,SEE DETAIL \� \� `'� Z 00 SA2 \� I �� ` � QS L 5 3 N CO3 PD2 RR P03 VC ' 6'-0"TALL VINYL FENCE,SEE DETAIL J 0 2 \ \ l 3 3 10 2/L1.4 \ AE 13 \ \ J 1 LLLL I 3 3 � J W JB3 \ 1 \ \ \ KP ❑L❑ — — 6'-0"TALL WROUGHT IRON FENCE,SEE z Q � \ \ I + DETAIL 3/L1.4 O � O VC2 I 1 I O W CO \\ \ L L L L BR2 BX WROUGHT IRON GATE PEDESTRIAN U 0 AW2 ` J \ \ �\ �\ L L PC7 3 2 1 ) GATE, HEIGHT TO MATCH ADJACENT z W 8 �\ \ \ \ - L L L L I 1 HH FENCING,SEE DETAILS 1,2&3/L1.4 w LL Hs \ \\ \ \ _ 7 LLL_L HH PD4 PH2 6 \ LANDSCAPE BOULDERS I— Uj CV �� AS DETAILED f` 12 I �\ 12 \ \ % \ \ LLLL I I 3 3 3 6 FQC1 QUANTITY 0 1 \ \ \ \ \ \ �\ ✓ / L L L L BX J PLANT IDENTIFICATION KEY J \ \ \ LLLL I I RR PD4 MP PD2 6 4 CE EX ' CALL OLIT NUMBERS J REFER TO NUMBERED C7 LL 1 PC7 3 D61 EM VC 5 6 W CALLOUT NOTES NOTES BELOW \\ \ PH2 PH3 VC m � L PH4 CV I 1 3 5 4 8 3 W 1. VISION TRIANGLE o 6 $ ° ° 2. PROPOSED CLUSTER MAIL BOX. COLOR AND STYLE BY \ \� "\ OTHER \\ �� x\ C038 �OO � ., g (n 3. PROPOSED MONUMENT SIGNAGE BY OTHER J m ri \ \ _ 15 \ v�, 4. PROPOSED BIKE STORAGE.COLOR AND STYLE TO BE 0 \ \ \ \ JB3 1 1 DETERMINED BY ARCHITECT LLI �/ W 5. PROPOSED DOG RUN(5000 sf) U) L.L W I �\ \ �O ��- I \ \\ L L L L GS2 6. PROPOSED DOG WASH STATION � 7. PROPOSED PLAY AREA p \ \ \ \ \ �� 1 8. PROPOSED PLAZA WITH PERMEABLE PAVERS.SEE Q Z wv\ � PN2 L I PH3 e � CIVIL PLANS FOR ADDITIONAL INFORMATION N O W \ 1 \ \�\ \ 2 L PH3 1 2 PN2 CV 9. PROPOSED PLAZA WITH STANDARD PAVERS.SEE CIVIL co \ \ \ 3 I Lin 7 W PLANS FOR ADDITIONAL INFORMATION ; Lug WLLGS2 1 I Wle ��z 10. PROPOSED BENCH,STYLE AND COLOR TO BE LLI O \ L 'I \ \� � DETERMINED BY OWNER AE LLLLL 11. PROPOSED 5'WIDE PATH WAYQ Jz 12. PROPOSED 8'WIDE PATHWAY 0 2 JB3 U 13. IRRIGATION EASEMENT-NO TREES TO BE PLANTED Q WITHIN EASEMENT 11 I'I 4 MG LL 14. TRASH ENCLOSURE BY OTHER p \ _ _ 15. PROPOSED STAMPED CONCRETE PEDESTRIAN to z JB3 -"I 6 SA2 SA2 CROSSING PER CITY OF MERIDIAN STANDARDS.SEE _ _ IS 1 1 ' CIVIL PLANS FOR ADDITIONAL INFORMATION. 4 7 ' —O GS2 - _ CO3 CO3 \ I \ LM I I I O + O O H H 1 2 2 z 5\ 19\ \ PH3 CV CV COo AE O o 3 PN2 3 3 nl \ 1 � 0 11 , W LM 4 o _ \ \ VC2 o I� o > 5 1 15 _ _ _ � 0 O \ \ I EM SB1 ** %/ — — — — — —� ❑ 0 w = a a 0 0 U Q \ \ \ I 15 � � 3 - _,ul/` /SB1 8R PD4 13 I \ \ P2B3 '89 1 3 1 4 17 JB3 \ \ O x EM O PN2 5 PH3 \ \ P03 �!W4 es + O O 6 O ° PN 2 J1M-'ST ' AREA WWWWWWWWWWW O , ' O WO � Pp W W W W THE� A z2 1F \ _ OP03 IRR IRR AI IRR _ W` W W W W W W W W W W + W W W WW W WW W WW W WW W WW W 3W W W W W W W = O W + MGPB3 W W W W W W W W W W W W W W W 2 W W 7 W W W W W W W W W W W W W W D D' O 1 ✓ / i D ' - Q \ L \ \1 2 W WW WW iaa/ �O//- -� p `/ p 1/''/ - pl,- p D/ 1D- -�D�C/•'-D %pp / ' /O o 0 WWWWWWWWWWWW KEY MAP WWWWWWWWWWWWWWWWWWWWWWW WW WWWWWWWWWWWWWWWWWWWWWOOW W SCALE : 1 200' 011 z� CQM1 nW O W 0OWW OJ1 1 ry1 Q KP ` J ' 00 \ \ \ 2 H \ CREASON K LANDSCAPE PLAN - AREA THREE SHEET NO: L1.3 20 0 20 40 60 SCALE: V=20'-0" DATE: 03/24/25 PAGE NO: 4OF6 W � z 2"X2" HOLLOW STEEL SUPPORT PICKET FOR U U w GATE AND TERMINAL POST CAP TOP OF STOCK. H w Uzz � c� 2" HOLLOW STEEL z C)� z ZD s» aQaU � O(2)-1" HORIZONTAL HOLLOW STEEL O v z a U U 0 v� � Caati RODNEY EVANS + PARTNERS a . + `. a Lu _M AT C H L I N E - SEE SHEET L 1 . "AMERISTAR" LOCK SYSTEM WITH DEAD BOLT, reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 STRIKER PLATE, SELF-LATCHING BOLT AND KEY (/) — � ;710LOCKED BOTH SIDES, MODEL#HB509.ADA W o APPROVED AMERICAN FENCING PRODUCTS. 000000Q000000p00000 RR PD2 CO3 I 0 Q 1 800 321 8724 OR 1 888 333 3422. EX 5 1 1 AT 6 I P03 BR2 BX VC Q z TWO-SELF-CLOSING GATE Know ,ar5below 3 ? BX CO3 PC7 PD2 PH2 RR 3 3 2 4O �O HINGES Call before you dig. 3 1 3 5 3 QS Dr L/A I UZJ`tU �o CALL 2 BUSINESS DAYS CV _ _ _ °ooO ��OoO IN FOR THE 1 °oJ' 03/24/25 �� YOU DIG,GRADE,OR 11 6 0 - - - HH PH4 PH2 PD4 �000�q o00o MARKING OF I PH2 PH4 HH I 3 3 3 4 I FG °O'o a�000000\_11_ MEMBER UTILITIES � AT � UNDERGROUND HH 9D I - 11 I ,. 6 3 3 3 I � ;�: SA2 � � �- `� _ LANDSCAPE LEGEND VC PD2 CO3 2 (1)-1" HORIZONTAL HOLLOW STEEL 3 BX BR2 P03 RR 3 3 BF �� ao CONCRETE SIDEWALK 10 2 (� M 2 3 3 CO3 CONCRETE FOOTING J 3 I a a + + � O PLANTS TO BE INSTALLED I •� P02 - 15 P03 BR2 QS CO 11 MP 3 3 1 O 1' PER EX Y 'A'A' PLANS �r �� ° MM 1 ! � � CUT EDGE AS DETAILED � � 21 6 p I BX PD2 FP RR BX VC I NOTE: - - PROPERTY LINE(VERIFY) (� p AT MP 3 5 3 2 4 1 O CONTRACTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY LANDSCAPE ARCHITECT BEFORE C) 12 3 I INSTALLATION.WROUGHY IRON GATE TO BE PAINTED W/ELECTO STATIC PAINT COLOR AS DIRECTED BY OWNER. 4'-0"TALL VINYL FENCE,SEE DETAIL cY) 11 CV _ _ 1 PD4 2/L1.4 6 ° - - _ = I 4 ' WROUGHT IRON Q o t HH PH2 PH4 HH HH PH4 PH2 SA2 6'-0"TALL VINYL FENCE,SEE DETAIL J — 6 3 3 3 3 3 3 I - PEDESTRIAN GATE SCALE: 1/2"= 1'-0" 2/L1.4 U) J w PL I` VC PD2 CO3 Z gF 6' 0"TALL WROUGHT IRON FENCE,SEE z Q U) $ 3 RR 3 3 I 2 - DETAIL 3/L1.4 p � 0 BX BR2 P03 1 C EXTRUDED POST CAP 72 ON CENTER WROUGHT IRON GATE PEDESTRIAN U 0 m (STANDARD OPTION) 68" MAXIMUM SPAN J1 GATE, HEIGHT TO MATCH ADJACENT z LU PH2 RR M so D N FENCING,SEE DETAILS 1,2&3/L1.4 � LL CO3 % 1 I I \ - -nn 5 3 P03 QS = W �iN LANDSCAPE BOULDERS U) J 1 0 6H MP 3 3 1 HOLD TOP AND BOTTOM RAILS to AS DETAILED W N 1 AT CV 7/8"I ,��, U-CHANNEL 3: U-)IN PLACE WITH LOCK RING.N� mr � � � W 22 6 �_ QUANTITY PH2 PH4 HH I BR2 BX REMOVE TOUNGE ON ONE SIDE 12" QC PLANT IDENTIFICATION KEY W ZV BX 3 3 3 3 2 VC OF PANEL TO SIT FLUSH 4" 5"3' CONCRETE MOWSTRIP 4 3 PC7 PD2 4 AGAINST POST = I EX PD4 _ - CALLOUT NOTES/ M O 1 3 REFER TO NUMBERED ��11....�� ALL UT NUMBER CONCRETE FOOTING it 7/8"x 6"TOUNGE AND GROOVE � N NOTES BELOW N W U) I CJ 6 4 PICKET I co I.-- SCORE JOINT AT EACH POST 40 I HH PH4 H2L SA2 I C° 1. VISION TRIANGLE Q W 11 PC2 3 3 3 2 1-112"x 5-1/2"RAIL r 2. PROPOSED CLUSTER MAIL BOX. COLOR AND STYLE BY W 17 VC BR2 RR PD2 CO3 BF FENCE POST, SET POST PRIOR 3. PROPOSED MONUMENT SIGNAGE BY OTHER d m 10 3 3 OTHER TO INSTALLATION OF AR 3 3 2 12"WIDE CONCRETE MOWSTRIP MOWSTRIP 4. PROPOSED BIKE STORAGE. COLOR AND STYLE TO BE 29Ll PLAN VIEW DETERMINED BY ARCHITECT Ow 1 — — _ 5. PROPOSED DOG RUN (5000 Sf) U) AT I CO3 QS 6. PROPOSED DOG WASH STATION W W 1 20 BX P03 DI 3 N _�N 5"SQUARE VINYL FENCE POST 7. PROPOSED PLAY AREA p Z 2 3 RR P03 BR2 BX 1 8. PROPOSED PLAZA WITH PERMEABLE PAVERS. SEE 0 Z MM PC7 3 3 3 2 CIVIL PLANS FOR ADDITIONAL INFORMATION N O SET FINISH GRADE AS PD4 20 1 z �r I I 1�11�1 III SPECIFIED 9. PROPOSED PLAZA WITH STANDARD PAVERS. SEE CIVIL J 8 PB PH4 III-III . 11 W u 4 PD2 t I I PLANS FOR ADDITIONAL INFORMATIONLU E M � I I 1 1 11 11 a _ P03 18 - —III CONCRETE FOOTING AS 10. PROPOSED BENCH, STYLE AND COLOR TO BE DR1 RR CE 22 PH2 PH 3 Co3 VC I I I I N I III II I� w U 2 p _ SPECIFIED DETERMINED BY OWNER 0, HH 6 6 5 4 8 3 LM MP PH2 4 I I I I -111 N_ 11. PROPOSED 5'WIDE PATHWAY 0 Mu I _ _ 27 s 5 6"AGGREGATE BASE 12. PROPOSED 8'WIDE PATHWAY 50 6 _ 1 1 PD2 Qs NOTES: I_I -1i1 II1= 0 00000© O ° Q ' 13. IRRIGATION EASEMENT-NO TREES TO BE PLANTED Q PC Fig F�v Op 3 PD4 1 1. REFER TO LAYOUT PLAN FOR MOW STRIP LOCATIO�0 . -III- - COMPACTED SUB-GRADE LM 16 x^ 0 I-�� PH4 CO3 2. SCORE JOINTS @ 10'O.C. OR AT EACH POST. =) WITHIN EASEMENT C $ —O O O O O O O O O O O — p p p p _ PH HH CE 2 gF - -1I1 III 14. TRASH ENCLOSURE BY OTHER p G 3 � 5 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE -Ill 1111I I-I1- AT HH 9 10 5 " -i 15. PROPOSED STAMPED CONCRETE PEDESTRIAN to Z CV 11 3 2 WITH MANUFACTURER'S SPECIFICATIONS. 1, 1 5 4 I 32' S» 32„ CROSSING PER CITY OF MERIDIAN STANDARDS. SEE ISM L L L L L PH4 SB1 [SVB1 / MP MP — — — — — — — _mow CIVIL PLANS FOR ADDITIONAL INFORMATION. Li 5 2 2 J 2 / 1 SA2 6 _ P54 L LL LL CV .-,w P03 J — — — — — 1 - VINYL FENCE PANEL CO 4 3 4 SCALE: 1/2"= 1'-0" o CV 4 CE 2 4 - 0- a_ 0- 0- $ / 13 N J J J J 6 / — 2 1/2"TUBULAR STEEL p PH4 + EM / SUPPORT PICKET 6'O.C. p Uw o > LM 10o : � •� . � z z z Y O 1 �. c� 12 � - U I I �, - 8" to O.C. (2)-1 3/4"HORIZONTAL O Q LU a BX BF 10 / ❑ MOUNTING❑ HOLLOW STEEL PICKETS Of o o U Q 13 3 5 / PH2 BRACKET(TYP) 15 13 \ 1"HOLLOW STEEL �, � _ ,, 11 , , 13 JB3 _ � LH MMMMM 3 II SB1 PP6 PP6 SB1 SB1 / PH3 �� / so 1 9 9 9 7 4 I I I I i 3 HR CS PN2 1 CS 10 CS �? AREA / PH2 3 5 _ 10 MG W 1 2 FMG PH2 D PH2 PH2 1 O z I ` FOUR ~ z P03 2 3 3 2 _ — HR z a o z IRR ® MG ® — 2 + < �R IRR IRR R RR 1 ^ w + � �,,, w� - �,• 2 SB1 MG w„ o W„ _ , = = PH2 � o O (f) z , 2 � D D m HR HR HR P 4 H2 MG 4 4 P03 HR PP6 � 3 2 o IS .� 1 3 5 z Q 3 S z 3 3 I KEY MAP 00 PD2 I PD2 SCALE . 111 — 2001-011 D 3 I _ 3 FG W VJ 3/4"HORIZONTAL J HOLLOW STEEL RAIL < IRF - IRR IRR IRR IRR 414 VH mw ;2==--jj==-0 n 8"x 24" KP W CONCRETE FOOTING 1 + W + 8» 12' 0.C. LANDSCAPE PLAN - AREA FOUR NOTE: SHEET NO: 20 0 20 40 60 CONTRACTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY LANDSCAPE ARCHITECT BEFORE INSTALLATION. WROUGHY IRON L1.4 GATE TO BE PAINTED W/ELECTO STATIC PAINT-COLOR AS DIRECTED BY OWNER. SCALE: 1"=20' 0" WROUGHT IRON FENCE 03/24/25 3 SCALE: 1/2"= V-0" PAGE NO: 5OF6 DRYLAND SEEDING REQUIREMENTS z z GENERAL OVERVIEW z J PLANT SCHEDULE PLANT SCHEDULE THIS REPORT OUTLINES RECOMMENDED REVEGETATION AND SLOPE STABILIZATION MEASURES FORR. U Z x Z DISTURBED CUT AND FILL SLOPES WITHIN THE PROJECT LIMITS AS DEFINED ON THE ACCOMPANYING PLAN WHICH z Z Z WILL BE SEEDED WITH THE DRYLAND SEED MIX AND NOT IRRIGATED. THESE RECOMMENDATIONS ARE MADE TO a Q U O 0 CODE QTY COMMON / BOTANICAL NAME PLANTING SIZE MATURITY SIZE CLASS CODE QTY COMMON / BOTANICAL NAME PLANTING SIZE MATURITY SIZE CLASS PREVENT SHORT TERM AND LONG TERM SOIL EROSION AS WELL AS TO PROVIDE AN AESTHETIC REVEGETATION z a x U � � Qati WHICH WILL BLEND WITH THE EXISTING NATURAL SURROUNDING AREA. THE MEASURES INCLUDE REVEGETATION Ca z p Z (D HS 45 Strawberry Candy Daylily 1 gal. 1.5'H x 1.5'W z ¢ x p[ AND HYDROMULCHING PROCEDURES FOLLOWING TOPSOIL DISTRIBUTION AND FINE GRADING. THE AREA TO BE d � a C7 a CONIFEROUS TREES Hemerocallis x'Strawberry Candy'TM RODNEY EVANS + PARTNERS a + + + + LU REVEGETATED CONSISTS OF ALL DISTURBED AREAS RELATED TO GRADING FOR CONSTRUCTION AND ANY OTHER reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 � PD 5 Black Hills Spruce 6' Ht. 45'H x 20'W MM 75 Petite Delight Beebalm 1 gal. 1.5'H x 2'W p AREAS DISTURBED IN THE PROCESS OF CONSTRUCTION. THE SLOPES TO BE AFFECTED VARY WIDELY IN DEGREE (n Picea glauca'Densata' Monarda didyma'Petite Delight' AND ASPECT. LU 3'H x 2'W Dark Towers Penstemon 1 al. ooa°°°00�0 PF 4 Vanderwolf's Pyramid Pine 6' Ht. 40 H x 20'W PD4 107 Penstemon 'Dark Towers' g o°°° OF Pinus flexilis Vanderwolfs Pyramid GENERAL EARTHWORK PH4 130 Husker Red Beardtongue 1 gal. 3'H x 2'W � '� �� • ALL WORK SHALL BE LIMITED TO THE AREA REQUIRED FOR CONSTRUCTION WITH MINIMAL, IF ANY, Penstemon digitalis'Husker Red' DISTURBANCE TO THE SURROUNDING NATURAL SLOPE OR VEGETATION.ALL FINISHED GRADES SHALL BE SMOOTH j DECIDUOUS TREES � �wimrs AE 20 Emerald Queen Norway Maple 2" Cal. B&B 50'H x 40'W Class II AND ROUNDED TO ENSURE A NATURAL TRANSITION BETWEEN NEW AND EXISTING GRADES. REFER TO GRADING Call befom ym dig. SYMBOL CODE QTY COMMON / BOTANICAL NAME SIZE NOTES AND DRAINAGE PLANS FOR ADDITIONAL REQUIREMENTS. 0a LH- 10 ZJ-F U o C NLL 2 BUSINESS BEFORE V Acer platanoides Emerald Queen o 0 �OosF 03/24/25 ��00 YOU DIG,GRADE,OR j Co 6 Common Hackberry 2 Cal. B&B 45'H x 35 W Class II Oo0 00 EXCAVATE FOR THE SITE PREPARATION °o Poo° MARKING OF Celtis occidentalis GROUND COVERS NDSC UNDERGROUND GS2 15 Shademaster Honeylocust 2" Cal. B&B 45'H x 35'W Class II \ Butterfly Milkweed EARTHWORK PROCESS SHOULD BEGIN WITH CLEARING LARGE SHRUBS FROM THE AREAS TO BE DISTURBED. ooQOppppp°000 MEMBER UTILITIES Gleditsia triacanthos'Shade master' \ AT 135 Asclepias tuberosa 1 gal. -30" O.C. WOODY STEMS AND BRANCHES SHALL BE CHIPPED ON SITE TO IMPROVE THE AMOUNT OF ORGANIC MATERIAL IN KP 9 Golden Rain Tree 2" Cal. B&B 40'H x 30'W Class I White Nancy Deadnettle THE TOP SOIL. NATURAL TOPSOIL OCCURS AT VARYING DEPTHS ON THE PROJECT SITE. THE TOPSOIL SHOULD BE Koelreuteria paniculata LM 52 Lamium manulatum 'Nancy White' 1 gal. -30" O.C. 0.5' H x 1.5' W EXCAVATED AND STOCKPILED AT DESIGNATED STORAGE AREAS PRIOR TO THE PROPOSED GRADING OPERATIONS. QS 9 Skyrocket English Oak 2" Cal. B&B 50'H x 15'W Class I Blue Garden Phlox U I—I—I—I—I PP1 101 1 gal. -30 o.c. 3' H x 2' W TOPSOIL DISTRIBUTION J CM Quercus robur'Fastigiata'TM —I—I—I—I—I Phlox paniculata'Blue Paradise' V_ ZV 23 Village Green Sawleaf Zelkova 2" Cal. B&B 40' H x 40' W Class II i ONCE THE GENERAL EARTHWORK IS COMPLETE AND ROUGH GRADING HAS BEEN ACCOMPLISHED,THE J it g �� PP6 95 White Garden Phlox 1 gal. -30" o.c. 4' H x 2' W Zelkova serrata Village Green � �� Phlox paniculata'David' TOPSOIL SHOULD BE REDISTRIBUTED OVER THE AREA TO MINIMUM DEPTHS AS SPECIFIED. WHERE NEEDED, � O SLOPES SHOULD BE GRADED WITH SERRATION TO HOLD TOPSOIL ADEQUATELY. TOPSOIL SHOULD BE SPREAD AND RTF 84,713 sf RTF Sod LIGHTLY COMPACTED UTILIZING A SMALL CLEATED TRACTOR MOVING PERPENDICULAR TO THE CONTOURS OR � FLOWERING TREES Rhizomatous Tall Fescue ANOTHER METHOD WITH EQUAL CAPABILITY. IT IS OUR RECOMMENDATION THAT ANY NECESSARY MECHANICAL 0 Lu MP 18 Prairifire Crabapple 2" Cal. B&B 20'H x 20'W Class I Silver Carpet Lamb's Ear MEANS OF EROSION CONTROL BE IN PLACE PRIOR TO BEGINNING SITE DISTURBANCE. � Malus x'Prairifire' SB1 44 Stach s bzantinaSilver Carpet' 1 gal. -36 o.c. 0.5 H x 2.5 W — c) Y Y p ONCE TOPSOIL HAS BEEN DISTRIBUTED AND GRADED, REVEGETATION SEEDING SHALL FOLLOW IMMEDIATELY. C7 � O PC7 14 Columnar Sargent Cherry 2" Cal. B&B 35'H x 15'W Class II VC 61 1 gal. -36 o.c. 0.5�Hx3�W Bowles Periwinkle �IN ORDER TO ELIMINATE SURFACE CRUSTING AND TO FACILITATE BETTER ROOT PENETRATION,THE SURFACE (I) tic� ` � Prunus sargentii Columnaris ` Vinca minor'Bowles' SHOULD BE SCARIFIED PRIOR TO SEEDING. z > 00 F--- Q 0 CODE QTY COMMON / BOTANICAL NAME PLANTING SIZE MATURITY SIZE NOTES HYDROSEED SEEDING J — Intermittently Flooded Dryland Seed APPLY SEED TO THE PROJECT SITE BY HYDROSEEDING. Z:) J U J DBS 3,638 sf --- THE FOLLOWING INFORMATION PROVIDES MATERIAL AND EXECUTION FOR SEEDING. U) U) SHRUBS Detention Basin Seed Mix z Q — BR2 86 Rose Glow Japanese Barberry 5 gal. 5'H x 4'W W W W W W NSA 3996 f Low Maintanence Turf Dryland Seed DOG PARK DRYLAND SEED MIX(UPLAND SEED MIX FOR IRRIGATED AREAS WITH SANDY SOILS) O � O Berberis thunbergii 'Rose Glow' , s Native Seed Mix U 0 m BF 57 Faulkner Boxwood 2 gal. 4'H x 3'W SEED MIXTURE: PURE LIVE SEED%MIX Z W Buxus microphylla'Faulkner' MULCH 0� LL HARD FESCUE 25 DR1 71 Kodiak Black Honeysuckle 5 gal. 4'H x 4'W WBM3 54,626 sf 1" minus Small Bark Mulch ___ CANADA BLUE FESCUE 25 � (n Diervilla rivularis 'SMNDRSF'TM Bark Mulch SHEEP FESCUE 25 (n ti ED 38 Darley Dale Darley Heath 1 gal. 2'H x 3'W WINGLEY CHEWINGS FESCUE 25 W N Erica x darleyensis 'Darley Dale' LO IS 36 Sky Pencil Japanese Holly 5 gal. W H x 2'W ROCK MULCH TOTAL SEED 40 LBS PURE LIVE SEED Ilex crenata'Sky Pencil' DRN 1,123 sf 6"+ Drain Rock INSTALL @ 25 LBS/ACRE JB3 25 Blue Chip Juniper 2 gal. 1'H x 6'W Drain Rock DETENTION POND DRYLAND SEED MIX(FOR INTERMITTENTLY FLOODED OR SATURATED Juniperus horizontal is 'Blue Chip' AREAS WITH CLAY SOILS) PD2 53 Dwarf Snowflake Mockorange 5 gal. 4'H x 4'W N w SEED MIXTURE: PURE LIVE SEED%MIX Philadelphus x virginalis 'Dwarf Snowflake' Q P02 84 Dart's Gold Ninebark 5 gal. 5'H x 5'W ALKALI BULRUSH 20 C) Physocarpus opulifolius 'Dart's Gold' MEADOW BARLEY 20 a CO PL 37 Lady in Red Ninebark 5 gal. 5'H x 5'W MEADOW SEDGE 20 Physocarpus opulifolius 'Lady in Red' NEBRASKA SEDGE 20 0 LU PB 60 Diabolo Ninebark 5 gal. 10' H x 10' W TUFTED HAIRGRASS 20 U) Physocarpus opulifolius 'Monlo'TM w PN2 62 Bird's Nest Spruce 5 gal. 4 H x 5 W TOTAL SEED 10.4 LBS PURE LIVE SEED PER ACRE W INSTALL @ 20 LBS/ACRE 0 U) Picea abies'Nidiformis' Q z P03 69 Otto Luyken English Laurel 5 gal. 3'H x 6'W N 0 Prunus laurocerasus'Otto Luyken' FIBER MULCH MATERIAL U)GROW NUTRIBASE FROM"QUATTRO ENVIRONMENTAL",A COMPOSTED POULTRY BASED MULCH MATERIAL FREE OF LU Uj RR 156 Fine Line Fern Leaf Buckthorn 5 gal. 6 H x 3 W GROWTH OR GERMINATION INHIBITING INGREDIENTS. APPLY AT THE RATE OF 2000 LBS. PER ACRE. 5; E Rhamnus frangula'Ron Williams' Lu SA2 23 Anthony Waterer Spiraea 5 gal. 5'H x 5'W ORGANIC SOIL AMENDMENT 0 Spiraea x bumalda'Anthony Waterer' GROW NUTRIBOOST FROM"QUATTRO ENVIRONMENTAL"(OR APPROVED EQUAL)APPLIED AT 5 GALLONS PER ACRE. 2 VC2 50 Koreanspice Viburnum 5 gal. 6'H x 6'W Q Viburnum carlesii TACKIFIER MULCH TACKIFIER SOIL STABILIZER-ECOLOGY CONTROLS M-BINDER. TACKIFIER APPLIED AT THE RATE OF 80 LBS. PER ACRE. O ORNAMENTAL GRASSES GRANITE SEED Lo z AW2 34 Windwalker@ Big Bluestem 2 Gal. 6'H x 2'W 1697 WEST 2100 NORTH Andropogon gerardii 'PWIN01 S' P.O. BOX 177 CE 151 El Dorado Feather Reed Grass 2 gal. 5'H x 2'W 1 800 768-44 3043 Calamagrostis x acutiflora'EI Dorado' (OR APPROVED EQUAL) o CO3 123 Overdam Feather Reed Grass 2 gal. 3'H x 3'W o rl HYDROSEEDING Calamagrostis x acutiflora'Overdam' N J J J _J MG 29 Maiden Grass 1 gal. 6 H x 4 W MIX SPECIFIED SEED AND ORGANIC SOIL AMENDMENT IN WATER PER MANUFACTURER'S RECOMMENDATIONS. APPLY SEEDED SLURRY EVENLY IN TWO INTERSECTION DIRECTIONS. DO NOT HYDROSEED AREA IN EXCESS OF p o Miscanthus sinensis Gracillimus o w inUJ THAT WHICH CAN BE MULCHED ON SAME DAY. KEEP OFF ROADS,WALKS,STRUCTURES AND AREAS NOT TO BE PC2 50 Cheyenne Sky Switch Grass 1 gal. 3'H x 1.5'W z z z SEEDED. CLEAN UP THESE AREAS. AFTER HYDROSEED,TRACK IN SEED USING A CLEATED CRAWLER WITH TRACK � � 2 U � Panicum virgatum 'Cheyenne Sky' 0 < w = a PC 65 Cloud Nine Switch Grass 2 gal. 7'H x 3'W MARKS PERPENDICULAR TO THE SLOPE. AFTER TRACKED, MULCH SLOPE WITH 2O00 LBS. PER ACRE OF a o o U Panicum virgatum 'Cloud Nine' FERTILE-FIBER MULCH MATERIAL AND 80 LBS. PER ACRE OF TACKIFIER. PH2 121 Heavy Metal Switch Grass 1 gal. 3'H x 3'W MAINTENANCE Panicum virgatum 'Heavy Metal' IMMEDIATELY RESEED AREAS WHICH SHOW BARE SPOTS. MINIMUM ACCEPTABLE PLANT COVERAGE IS 80 PB3 37 Burgundy Bunny Dwarf Fountain Grass 1 gal. 1.5'H x 1.5'W PERCENT AFTER ONE GROWING SEASON. PROTECT SEEDED AREAS WITH WANING SIGNS DURING MAINTENANCE Pennisetum alopecuroides 'Burgundy Bunny' PERIOD. THE SEED WILL REQUIRE APPROXIMATELY NINETY(90)DAYS OF FAVORABLE GROWING CONDITIONS TO PH3 142 Dwarf Fountain Grass 1 gal. 3'H x 3'W GERMINATE AND BECOME ESTABLISHED FOR SUCCESSFUL SURVIVAL WITH NORMAL MINIMAL SUMMER Pennisetum alopecuroides 'Hameln' PRECIPITATION. w 7 PERENNIALS SEEDING TIME 7� Z AD 72 Delft Lace Astilbe 1 gal. 3'H x 2'W THE OPTIMAL SEEDING TIME SHALL BE IN FALL, BETWEEN MID SEPTEMBER AND MID OCTOBER. IF SEEDING IS L O Astilbe x'Delft Lace' APPLIED TOO EARLY OR TOO LATE AND PROPER GERMINATION IS NOT REALIZED PRIOR TO FALL DORMANCY,THEN O '^ AR 52 Red Sentinel Astilbe 1 gal. 2'H x 2'W RESEEDING SHALL BE APPLIED IN EARLY SPRING,AS SOON AS SOIL IS WORKABLE(NOT MUDDY)BETWEEN MARCH �JJ Astilbe x arendsii 'Red Sentinel' AND MID MAY. THIS PLANTING TIME PROVIDES THE OPTIMUM WEATHER CONDITIONS FOR SEED GERMINATION AND > BX 64 Blue Chip Butterfly Bush 1 gal. 3'H x 3'W SEEDLING SURVIVAL RATE.SEEDING AFTER NOVEMBER 20,'DORMANT SEEDING'INSURES THAT THE SEED DOES Z 0 Buddleja x'Lo & Behold Blue Chip' NOT GERMINATE PRIOR TO FREEZING WINTER TEMPERATURES AND SEED SHOULD BE IN PLACE FOR THE EARLY 0 CJ 67 Jethro Tull Tickseed 1 gal. 2'H x 2'W SPRING RAINS. Z Coreopsis grandif lora'Jethro Tull' Z CS 47 Sunfire Tickseed 1 gal. 1.5'H x 1.5'W WATER w (n Coreopsis grandiflora'Sunfire' THE CONTRACTOR WILL PROVIDE SUPPLEMENTAL WATER TO ENSURE PROPER SEED GERMINATION. J CV 92 Moonbeam Threadleaf Coreopsis 1 gal. 1.5'H x 2'W Coreopsis verticil lata'Moonbeam' FERTILIZATION EM 82 Magnus Purple Coneflower 1 gal. 3'H x 2'W FERTILIZATION IS NOT RECOMMENDED FOR RECLAMATION SEEDING DUE TO PROMOTION OF WEED COMPETITION. Echinacea purpurea'Magnus' IF WEEDS ARE APPARENT,CONTACT LANDSCAPE ARCHITECT FOR WEED REMOVAL REQUIREMENTS. EW2 66 PowWow Wild Berry Coneflower 1 gal. 3'H x 3'W Echinacea purpurea'PAS702917'TM EROSION CONTROL EX 125 Daydream Coneflower 1 gal. 2 H x 2 W UNDER NORMAL CIRCUMSTANCES AND ADHERENCE TO THE CONSTRUCTION PRACTICES DESCRIBED IN THE Echinacea x'Daydream' SPECIFICATIONS,THE ABOVE RECOMMENDED EROSION CONTROL MEASURE SHOULD PROVIDE A STABLE SLOPE HH 172 Happy Returns Daylily 1 gal. 1.5 H x 1.5 W CONDITION. TO AVOID INCIDENTAL EROSION, IT IS IMPERATIVE THAT THE SLOPES,ONCE PREPARED, REMAIN SHEET NO: UNDISTURBED UNTIL SEEDING GERMINATES AND IS ESTABLISHED. S rJ Hemerocallis x'Happy Returns' AN 80%VEGETATION COVER IS RECOMMENDED TO CONTROL EROSION. SURFACE CONDITIONS SHOULD BE HP 24 Purple De Oro Daylily 1 gal. 2'H x 2'W MONITORED DAILY. IF EROSION DETRIMENTAL TO THE SLOPE IS OBSERVED OR ANTICIPATED DUE TO EXCESSIVE Hemerocallis x'Purple De Oro' RAINFALL, REMEDIAL MEASURES SHALL BE IMPLEMENTED AS REQUIRED. REFER TO THE STORM WATER POLLUTION DATE: HR 27 Rajah Daylily 1 gal. 3'H x 3'W PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS. 03/24/25 Hemerocallis x'Rajah' PAGE NO: 60F6 w zz I—I liltp t� v w J 44 - zo- Z � z � W. USTICK RD. z a x IRRIGATION NOTES z ® RODNEY EVANS + PARTNERS a . . . .` LLuu 0 0 00-0 1. SYSTEM DESIGN BASED ON THE ASSUMPTION OF THE AVAILABILITY OF 135 G.P.M.WITH 65 P.S.I.AT THE SOURCE AND 45 P.S.I.AT MB ® THE HEADS. reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 2. ALL LATERAL LINES THAT ARE NOT LABELED SHALL BE 3/4"DIAMETER. LV 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. 000°0°°°�0°0p0p000 ANY DAMAGE TO EXISTING SHALL BE CONTRACTOR'S 4. COORDINATE ALL IRRIGATION UTILITIES INSITALLATION OPERATIONS WITH CIVLOMECHANICAL,AND ELECTRICAL ENGINEERING SHEETS. °o°cc�P DF ��qy°oo° 8■' . �— 5. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES UNDER HARD SURFACES WITH n o �� • _ RESPECTIVE CONTRACTORS. pp'�i� 6. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT. APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE _u wimall erore �s IRRIGATION PLAN. FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES SHALL BE TAPED OR CAPPED AND MARKED WITH A 2"X 4" PAINTED STAKE EXTENDING TO 24"ABOVE GRADE. STAKES SHALL NOT BE REMOVED UNTIL THE IRRIGATION SYSTEM IS COMPLETE. o� ter+— i *v �o CALL 2 BUSINESS DAYS IN ADVANCE BEFORE ALL SLEEVES SHALL EXTEND A MINIMUM OF 18"BEYOND BACK OF CURB OR EDGE OF PAVEMENT. PROVIDE COMPACTED BACKFILL °°oF 03/24/25 V�°o� you DIG,GRADE,OR O EXCAVATE FOR THE o AS NECESSARY AT HARD SURFACE LOCATIONS. °°oo Poo° MARKING OF III 7. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THIS WORK. �OOo VDoCN? MEMBEERGROUND R UTILITIES 8. IRRIGATION CONTROLLERS)ARE TO BE LOCATED AS SHOWN ON THE PLAN. CONTROLLERS SHALL BE WIRED TO POWER SUPPLY BY A LICENSED ELECTRICIAN PER LOCAL CODES. IRRIGATION CONTRACTOR TO PROVIDE ALL REQUIRED CONNECTIONS TO 24 VOLT III IRRIGATION CONTROL WIRE INSIDE THE BUILDING THROUGH APPROPRIATE SIZED CONDUIT. 9. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.C.,STATE CODES, LOCAL CODES,AND MANUFACTURER'S RECOMMENDATIONS. 10. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT TO THE SURFACE AS A RESULT OF TRENCHING OPERATIONS. U 11. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWINGS FOR ADDITIONAL REQUIREMENTS. J L 12. ALL 24 VOLT POWER WIRES SHALL BE#14 AWG COPPER. ALL ABOVE GROUND 120 VOLT AND 24 VOLT WIRE SHALL BE IN PVC CONDUIT. ONE POWER WIRE SHALL BE PROVIDED BACK TO THE CONTROLLER FOR EACH VALVE. ALL COMMON WIRES SHALL BE o I/ #12 AWG COPPER. ALL 24 VOLT WIRES SHALL BE TAPED TOGETHER AT TEN FOOT(10'-0")INTERVALS. 13. INSTALLATION SHALL COMPLY WITH ALL NATIONAL,STATE,AND LOCAL LAWS AND ORDINANCES. V_ I� 1, 14. IRRIGATION CONTRACTOR SHALL PROVIDE A COMPLETE AS-BUILT DRAWING IN PDF FORMAT UPON COMPLETION OF INSTALLATION O w \ AND PRIOR TO FINAL PAYMENT. a 15. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM — LO o THE DATE OF ITS ACCEPTANCE; REPAIR OR REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN THOSE TWO YEARS SHALL BE 0 FREE OF EXPENSE TO THE OWNER. U) 16. AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST WINTERIZATION AND SPRING START UP OF THE SYSTEM DURING THE 170 I z � GUARANTEE PERIOD(1 YEAR). / 17. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE SPECIFIED,AND SHALL J Q 0 T I I MEET THE REQUIREMENTS OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT �j PRIOR WRITTEN PERMISSION OF THE OWNER OR LANDSCAPE ARCHITECT. (j) J LLB 18. IRRIGATION CONTRACTOR SHALL MAKE NECESSARY MINOR FIELD ADJUSTMENTS TO SPRINKLER NOZZLES,SPRINKLERS, PIPE,AND U) i IRR OTHER IRRIGATION EQUIPMENT LOCATIONS TO FIT THE AS-BUILT SITE. ADJUST HEAD AND PIPE LOCATIONS AS REQUIRED TO AVOID Z Q • / / DAMAGING EXISTING TREE ROOTS. ADJUSTMENTS SHALL ENSURE HEAD TO HEAD COVERAGE AND NOT OVERSPRAY THE BUILDING O OR OTHER IMPROVEMENTS. C) 0 m 19. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE LINES ARE SHOWN BELOW PAVEMENT ADJACENT TO LANDSCAPE AREAS,THEY ui SHALL BE LOCATED IN THE LANDSCAPE AREA UNLESS SHOWN WITH A SLEEVE SYMBOL. z W LL Lu 20. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY ALL BASE AND EXISTING 0 IRRIGATION ELEMENTS AND CONDITIONS PRIOR TO CONSTRUCTION AND PROVIDE NECESSARY ADJUSTMENTS. L1j Z I , 21. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. W ti J / W N — — — — PRESSURE IRRIGATION SYSTEM M I o NON-POTABLE WATER NOTES - - F_ — — — 1. ALL VALVE BOXES,QUICK COUPLER VALVES,SPRINKLER HEAD COVERS,AND AUTOMATIC CONTROL VALVES SHALL BE PURPLE TINTED IDENTIFICATION MATERIAL, MARKED WITH"DO NOT DRINK" WARNING. M 2. INSTALL FINDER TAPE OVER ALL IRRIGATION MAINS AND SUB-MAINS. TAPE SHALL BE 2"WIDE, METALLIC RED IN COLOR,WITH THE N w WORDS"DANGER-UNSAFE WATER"OR"NON-POTABLE WATER"CLEARLY MARKED ALONG THE LENGTH OF THE TAPE. TAPE SHALL M I-_ BE PLACED BETWEEN SIX INCHES I AND EIGHTEEN INCHES(18")BELOW THE SURFACE, DIRECTLY ABOVE THE TOP OF THE PIPE. (6 CI CAUTION NOTICE THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON 0 El I _ _ _ RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT w g::e I TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48— — — � :mIHOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE W CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 0 0 z Q O SYSTEM OPERATIONAL NOTES N co — / SYSTEM OPERATION: ; Lu — — — (BASED ON HISTORICAL CLIMATE) � �� t] CONTROLLER SETUP: Q A CYCLING TECHNIQUE WILL BE USED FOR APPLICATION OF WATER, EACH STATION RUN TIME WILL BE APPLIED WITH THREE(3) — DIFFERENT START TIMES. THEREFORE STATION RUN TIMES REFLECT ONE THIRD(1/3)THE TOTAL APPLICATION. PEAK WATER APPLICATION WILL REQUIRE IRRIGATION EVERY NIGHT. SET CONTROLLERS FOR START TIME#1 AT 7:30P.M.,START TIME#2 AT 12:OOA.M., p AND START TIME#3 AT 5:30A.M. EXTEND WATER WINDO IF REQUIRED TO MEET PEAK WATER REQUIREMENTS. Z 1 ISE INITIAL STATION RUN TIMES: l DRIP ZONES:SHRUBS-5 MINUTE CYCLES. PRO NOZZLE SPRAY ZONES:TURF-5 MINUTE CYCLES. STANDARD NOZZLE ROTARY ZONES:TURF-15 MINUTE CYCLES. 00 o SYSTEM BALANCING: N 1 AS THE SYSTEM OPERATES,SOME ZONES WILL BE WET WHILE OTHERS ARE DRY. ADJUST ONLY THOSE STATIONS WHICH REQUIRE o 0 Q U — ADDITIONAL OR LESS WATER. FOR EXAMPLE, IF STATION AT A 51 ROTORY ZONE IS ALWAYS DRY,CHANGE THE STATION A7 RUN TIME O w w in j FROM FIFTEEN (15)MINUTES TO SIXTEEN(16)MINUTES. CONTINUE MAKING ADJUSTMENTS UNTIL THE ZONE MOISTURE CONTENT IS v ACCEPTABLE. USE NOZZLE CHANGES OR NOZZLE SCREW ADJUSTMENTS TO ADJUST WET AND DRY AREAS WITHIN A ZONE. 0 w = a a o o 1000, O\ I I v I I IRR I � ° w � I z •�• / Z U) ° BM14, -/ J 00 w LL CREASON C EEK wILL + A Lj SUBDIVISION No. 2 O Q OVERALL IRRIGATION PLAN LZ 0 NO: 40 0 40 80 120 SCALE: 1"=41 DATE: 03/24/25 PAGE NO: 1 OF 8 w zo U I-I v w J W . USTICK RD . zW Z ZD ZD R14 Uza H UU O 7 v� � Caati VALVE SCHEDULE z � Q � ° z cD L2.5 D10 D11 RODNEY EVANS + PARTNERS a + `+7 a w 0.75 1 5 1 5 5� reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 1.5 1" 12.9 1" 13.5 O NUMBER MODEL SIZE TYPE GPM 3.0 3.0 0.75 W 1" \ 1%4" 0 1%4" 3.0 3.0 3.0 1. D1 Netafim LVCZS8010075-HF 1" Area for Dripline 10.2 0°000�p°°00�0p0p00 �� p oc�,o°P.�E OF , D2 Netafim LVCZS8010075-HF 1 Area for Dripline 15.11 0 ti o0 2.0 1.5 1.5 5 1 5 J 1 5 �J `�T ` 1/a T 1 1/a 5 T \/4-� LU A14 2�� 1 ` � D4 Netafim LVCZS8010075-HF 1" Area for Dripline 9 2line 1 � ��nowwtmrs • 1 1'" 1Y4 ` � 0.75 D5 Netafim LVCZS8010075-HF 1" Area for Dripline 3.27 Cal below. 2.0 - - - - - 1"� D6 Netafim LVCZS8010075-LF 1" Area for Dripline 4.45 0�., ter- v�� CALL 2 BUSINESS DAYS 0 1. 3.0 3 0 p o L o IN ADVANCE BEFORE D7 Netafim LVCZS8010075-LF 1" Area for Dripline 1.82 °oJF 03/24/25 �,�oo° YOU DIG,GRADE,OR j 1" 3 0 3.0 1 D8 Netafim LVCZS8010075-HF 1" Area for Dripline 9.28 °0000� P0000 EXCAVATEMARKING OF HE ERGROUND 11„ R10 R11 R12 R13 D9 Netafim LVCZS8010075-HF 1" Area for Dripline 13.55 oOO�o�0000poo°°° MEMBERUTILITIES 1" 19,5 V. 18 1 D10 Netafim LVCZS8010075-HF 1" Area for Dripline 12.92 4 D11 Netafim LVCZS8010075-HF 1" Area for Dripline 13.5 D12 Netafim LVCZS8010075-HF 1" Area for Dripline 11.2 1.5 1j4„ D13 Netafim LVCZS8010075-HF 1" Area for Dripline 10.51 U 2" D14 Netafim LVCZS8010075-HF 1" Area for Dripline 10.68 CALLOUT NUMBERS J 1 D15 Netafim LVCZS8010075-HF 1" Area for Dripline 5.68 REFER TO NUMBERED J J D16 Netafim LVCZS8010075-HF 1" Area for Dripline 10.24 CALLOUT NOTES NOTES BELOW W I D17 Netafim LVCZS8010075-HF 1" Area for Dripline 13.38 M 1. CONNECT NEW 2"MAINLINE TO PUMP STATION(BY OTHERS)IN THIS APPROXIMATE O D18 Netafim LVCZS8010075-HF 1" Area for Dripline 14.62 LOCATION(FIELD VERIFY). REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. 1 5 ----- D19 Netafim LVCZS8010075-HF 1" Area for Dripline 10.17 p LU 1 R1 Hunter ICV-G 1" Turf Rotor 19.5 2. 2"WIRE SLEEVE. ROUTE TO CONTROLLER LOCATION PER LOCAL CODES AS LL_ I--- LO J R2 Hunter ICV-G 1" Turf Rotor 11.5 REQUIRED. (D ::) p O R3 Hunter ICV-G 1" Turf Rotor 4.5 (D (n C R4 Hunter ICV-G 1" Turf Rotor 15 3. MOUNT OUTDOOR IRRIGATION CONTROLLER ON LOCKING PEDESTAL IN PLANTER R5 Hunter ICV-G 1-1/2" Turf Rotor 21 BED AS SHOWN. CONNECT 120 VOLT AS REQUIRED. ALL ABOVE GRADE WIRES z 0 1.0I 2" 1 R6 Hunter ICV-G 1" Turf Rotor 16 SHALL BE LOCATED IN APPROPRIATELY SIZED CONDUIT(2"MINIMUM). IRRIGATION J 0 1 R7 Hunter ICV-G 1" Turf Rotor 12 CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH CERTIFIED J 2" R8 Hunter ICV-G 1-1/2" Turf Rotor 12 ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL CONNECTIONS. IRRIGATION W J CONTRACTOR SHALL ENSURE ALL CONTROLLER OPTIONS AND ZONES ARE FULLY U) - - - - rj ( R9 Hunter ICV-G 1" Turf Rotor 13 OPERATIONAL AFTER TRENCHING HAS FINISHED. CONTROLLER LOCATION TO BE O 0� Q R10 Hunter ICV-G 1" Turf Rotor 20.5 OWNER APPROVED. REVISE LOCATION AS REQUIRED. U W m 2" 2" R11 Hunter ICV-G 1" Turf Rotor 12.75 Q I� R12 Hunter ICV-G 1" Turf Rotor 19.5 4. EXTEND EXTRA WIRES TO THIS POINT. COIL APPROXIMATELY 24"LENGTH OF Z LU 4" 8 8 R13 Hunter ICV-G 1" Turf Rotor 18 EXTRA WIRES IN SEPARATE VALVE BOX AT THIS LOCATION. 0L II12 - 8 6 7 I I 1 N R14 Hunter ICV_G 1" Turf Rotor 15.75 � Uj I I N R15 Hunter ICV G 1" Turf Rotor 10 5. ROUTE 2 WIRE BRANCH(IN 1"PE CONDUIT)AND RUN TO NEW REMOTE CONTROL U) � I VALVES. LOCATE ICD DECODERS AND GROUND RODS AS NECESSARY.8 O I _ � TS1 Hunter ICV-G 1 Turf Spray 17.28 W N I� I 4" 12 1%4° I _ TS2 Hunter ICV-G 1" Turf Spray 15.2 > Ln I� 1y4 I I TS3 Hunter ICV-G 1" Turf Spray 15.2 6. INSTALL'HUNTER'POLYFLEX RISER AT END OF DRIPZONE LINE TO ENSURE PROPER � TS34 - I I FUNCTIONALITY. NOZZLE WITH (TS-T-Q). � I 2„ w TS4 Hunter ICV-G 1" Turf Spray 15.2 1" 18.7 12 I w _ TS5 Hunter ICV-G 1" Turf Spray 15.2 7. INSTALL MANUAL FLUSH VALVES AT END OF DRIP ZONE LINE FOR MAINTENANCE f TS6 Hunter ICV-G 1" Turf Spray 15.2 4" PURPOSES. c� TS7 Hunter ICV-G 1" Turf Spray 15.2 N Lu 8 8 12 6 7 2„ 2„ - TS8 Hunter ICV-G 1" Turf Spray 5.32 8. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE MAINLINE IS SHOWN IN � Q 00,o TS9 Hunter ICV-G 1" Turf Spray 16.63 ASPHALT,CONCRETE HARDSCAPE AREAS OR OFFSITE, IT SHALL BE LOCATED IN (b 0 0000 10 2 2' 2 I L W = TS10 Hunter ICV-G 1" Turf Spray 13.51 ADJACENT LANDSCAPE AREAS ONSITE. 10 - _- - - + -_- -_- - - - - -_ - - - _ _ _ CL >- 15 I 15 - - - - - - I 6 7 w TS11 Hunter ICV-G 1" Turf Spray 21.23 J CO - - - - - - - - 4" I ^ TS12 Hunter ICV-G 1" Turf Spray 13.08 0 12 I 1 v) TS13 Hunter ICV-G 1" Turf Spray 13.08 w 12 I 2 0.75 1.0 0.5 I I TS14 Hunter ICV-G 1" Turf Spray 19.71 c/�) O12 12 - I I 1 TS15 Hunter ICV-G 1" Turf Spray 19.98 Lu III W TS16 Hunter ICV-G 1-1/2" Turf Spray 19.86 0 U) 15 '� 1 15 8 I I 5 I I z TS17 Hunter ICV-G 1-1/2" Turf Spray 18.72 Q 0 TS33 TS18 Hunter ICV-G 1" N (n Turf Spray 15.53 00 00 2 \III J TS19 Hunter ICV-G 1" Turf Spray 13.39 � > 1" 20.5 1/a" i I 5 = TS20 Hunter ICV-G 1-1/2" Turf Spray 21.62 w � o 1 1" III 1 _ U TS21 Hunter ICV-G 1" Turf Spray 18.83 � TS32 I I I 1 TS22 Hunter ICV-G 1" Turf Spray 13.44 0 10 2" I TS23 Hunter ICV-G 1-1/2" Turf Spray 22.1 s�� U 1" 12.3 `IJ 10 I 6 7 11, Turf Spray 22.42 .0 4 R15 / TS25 Hunter ICV-G 1"1/2 Turf Spray 18.68 TAL Q 10 �� I IK � I Q _ _ TS26 Hunter ICV-G 1 Turf Spray 18.68 } 10 I 10 8 8 12 12 12 1 io TS27 Hunter ICV-G 1-1/2" Turf Spray 20.45 ARE, z 10 5 5 ` �0 1 D12 1 TS28 Hunter ICV-G 1-1/2" Turf Spray 20.45 II 5 - - 12 - - - - - 2" - 2" - - - - 4' TS29 Hunter ICV-G 1-1/2" Turf Spray 18.33 J 10 5 12 _1" 1" 11.2 Z O N E 12 TS30 Hunter ICV-G 1-1/2" Turf Spray 25.33 10 5 5 I TS35 TS31 Hunter ICV-G 1-1/2" Turf Spray 23.59 (I I 0 2" I I 1„ 8 81 TS32 Hunter ICV-G 1" Turf Spray 12.3 0 10 TS28 g29 I � „ TS33 Hunter ICV-G 1" 00 Turf Spray 20.46 N -1 -j -j0-TS34 Hunter ICV-G 1" Turf Spray 18.71 10a s 1�/z"20.5 .37\ I I I 1/4" III TS35 Hunter ICV-G 1" Turf Spray 8.81 0 0 a " Turf S Spray LU 0 w TS36 Hunter ICV-G 1 p y 11.29 z z z LU > I 12 0 TS31 12 12 1%2" 2 $ 12 1210 12 1%a" 15 6" - - - - - - - - - - - - - - /4" - - - - - I I - �I TS37 HunterlCV-G 1ii Turf Spray 15.24 0 w = a -6- - - - - - - - - - - - - - - - - - - - - - - TS38 HunterlCV-G 1 Turf Spray 18.18 a 0 0 1%i'23.6 5 � 10 � 12 - 12 - = 12- 12 - 12 12 - / TS39 Hunter ICV-G 1 Turf Spray 15.2 1%a" 12 12 1 11 - - - - 8 s s s 10 8 12 TS40 Hunter ICV-G 1" Turf Spray 15.2 ° 12 15 8 10 1�„ 8 -� „ D9 - 17 17 10 - TS41 Hunter ICV-G 1 Turf Spray 15.2 1" 13. rj ' I I 8 17 8- 8- - - 8 - 10 - -10 - 10 8 TS42 Hunter ICV-G 1" Turf Spray 15.2 2" TS43 Hunter ICV-G 1" Turf Spray 15.2 TS44 Hunter ICV-G 1" Turf Spray 15.2 1%z"20.5 I I 10 10 10 15 17 17 2„ TS45 Hunter ICV-G 1" Turf Spray 15.2 1%4" , I I I I TS46 Hunter ICV-G 1" Turf Spray 15.2 w II I 17 1/a J-L2" I I 15 TS47 Hunter ICV-G 1" Turf Spray 15.2 KEY MAP z 2„ I I TS48 Hunter ICV-G 1" Turf Spray 11.45 �� _ �� Z I - 17 I 17 I I TS49 Hunter ICV-G 1" Turf Spray 15.84 SCALE : 1 - 200 -0 - o I 17 '^ 2 I 15 1 15 0 v) I II 6 7 I 2 TS26 2" I 1 TS30 15 25.3 12 I - - - 17 I 17 1" 18.7 I I 1Y4" Z Q I - 1 I I O M I 1 15 6 71Y2 L 15 15 " 1X" 2" 7 1X" I 2 7 W v J ® I 17 - 17 J 15 I O 2 15 8 2 17 17 II 15 15 III 15 I _ MATCHLINE - SEE SHEET L2 .3 2" il R R I GAT I O N P LAN - AREA ONE SHEET NO: L2.1 20 0 20 40 60 SCALE: 11.=20'-0" DATE: 03/24/25 PAGE NO: 2OF8 o U W x � Cn wQ U Oz 5 UzaxU U 1 VALVE SCHEDULE � � Qati 1 � U RODNEY EVANS + PARTNERS a . + . a LU reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 0.75 151 Ash, NUMBER MODEL SIZE TYPE GPM LU 1.5 1.571Ya" 1.5 75 1.5 1.5 1.5 1.5 75 1 ooQ000000�o° -/ D1 Netafim LVCZS8010075-HF 1 Area for Dripline 10.2 000��E of °OOoo - - �� D2 Netafim LVCZS8010075-HF 1" Area for Dripline 15.11 1Y4" 2 D3 Netafim LVCZS8010075-HF 1" Area for Dripline 13.1 0.75 15 ` J ` J \ 2" 1 1" 1 D4 Netafim LVCZS8010075-HF 1" Area for Dripline 9.2 kv� Know sbelow. 1.5 1.5 1.5 - - - `J - R1 D5 Netafim LVCZS8010075-HF 1" Area for Dripline 3.27 Call before you alg 1.5 1.5 1.5 D6 Netafim LVCZS8010075-LF 1" Area for Dripline 4.45 0�' L_H- 10 y`FV o CALL 2 BUSINESS DAYS 2' - - - - - - - - - - - 75 � 0.75 1.5 5 1.5 2❑ 1" 19.5 p � IN ADVANCE BEFORE 6 7 = D7 Netafim LVCZS8010075-LF 1" Area for Dripline 1.82 °oJF 03/24/25 �,�oo° YOU DIG,GRADE,OR D1 D8 Netafim LVCZS8010075-HF 1" Area for Dripline 9.28 000�� P0000 EXCAVATEMARKING OF HE 0.75 -° UNDERGROUNDa�op000°�O MEMBER UTILITIES 1 2" 2 1" 10.2 D9 Netafim LVCZS8010075-HF 1" Area for Dripline 13.55 °O oo p0 D10 Netafim LVCZS8010075-HF 1" Area for Dripline 12.92 2" 9 D11 Netafim LVCZS8010075-HF 1" Area for Dripline 13.5 3 L2.6 D12 Netafim LVCZS8010075-HF 1" Area for Dripline 11.2 4 D13 Netafim LVCZS8010075-HF 1" Area for Dripline 10.51 6 7 2 D14 Netafim LVCZS8010075-HF 1" Area for Dripline 10.68 CALLOUTNUMBERS J CM 6 7 L2.5 D15 Netafim LVCZS8010075-HF 1" Area for Dripline 5.68 TT REFER TO BE NUMBERED J -= D16 Netafim LVCZS8010075-HF 1" Area for Dripline 10.24 CALLOUT NOTES NOTES BELOW 2 D17 Netafim LVCZS8010075-HF 1" Area for Dripline 13.38 1. CONNECT NEW 2"MAINLINE TO PUMP STATION(BY OTHERS)IN THIS APPROXIMATE O - U 5 L2.7 D18 Netafim LVCZS8010075-HF 1" Area for Dripline 14.62 LOCATION(FIELD VERIFY). REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. V- D19 Netafim LVCZS8010075-HF 1" Area for Dripline 10.17 p LU R1 Hunter ICV-G 1" Turf Rotor 19.5 2. 2"WIRE SLEEVE. ROUTE TO CONTROLLER LOCATION PER LOCAL CODES AS LL_ I--- LO R2 Hunter ICV-G 1" Turf Rotor 11.5 REQUIRED. (D ::) p w R3 Hunter ICV-G 1" Turf Rotor 4.5 (D U) C~ 6 7 z R4 Hunter ICV-G 1" Turf Rotor 15 3. MOUNT OUTDOOR IRRIGATION CONTROLLER ON LOCKING PEDESTAL IN PLANTER 1 O R5 Hunter ICV-G 1-1/2" Turf Rotor 21 BED AS SHOWN. CONNECT 120 VOLT AS REQUIRED. ALL ABOVE GRADE WIRES Q R6 Hunter ICV-G 1" Turf Rotor 16 SHALL BE LOCATED INAPPROPRIATELY SIZED CONDUIT(2"MINIMUM). IRRIGATION J - w U) R7 Hunter ICV-G 1" Turf Rotor 12 CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH CERTIFIED J 4 w R8 Hunter ICV-G 1-1/2" Turf Rotor 20.5 ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL CONNECTIONS. IRRIGATION LU CONTRACTOR SHALL ENSURE ALL CONTROLLER OPTIONS AND ZONES ARE FULLY U) 5 Oi J R9 Hunter ICV-G 1;; Turf Rotor 13 OPERATIONAL AFTER TRENCHING HAS FINISHED. CONTROLLER LOCATION TO BE O L2.5 � Q < m R10 Hunter ICV-G 1 Turf Rotor 20.5 OWNER APPROVED. REVISE LOCATION AS REQUIRED. LL] m coI R11 Hunter ICV-G 1" Turf Rotor 12.75 U p 1 w R12 Hunter ICV-G 1" Turf Rotor 19.5 4. EXTEND EXTRA WIRES TO THIS POINT. COIL APPROXIMATELY 24"LENGTH OF z LU 1 L2.5 � LL w � R13 Hunter ICV-G 1" Turf Rotor 18 EXTRA WIRES IN SEPARATE VALVE BOX AT THIS LOCATION. N PO J R14 Hunter ICV-G 1" Turf Rotor 15.75 LU Uj 4 1 O > R15 Hunter ICV-G 1" Turf Rotor 10 5. ROUTE 2 WIRE BRANCH(IN 1"PE CONDUIT)AND RUN TO NEW REMOTE CONTROL U) 6 U > TS1 Hunter ICV-G 1" Turf Spray 17.28 VALVES. LOCATE ICD DECODERS AND GROUND RODS AS NECESSARY. LU N 1Y4" 00 TS2 Hunter ICV-G 1" Turf Spray 15.2� M TS3 Hunter ICV-G 1" Turf Spray 15.2 L2.5 6. INSTALL'HUNTER'POLYFLEX RISER AT END OF DRIPZONE LINE TO ENSURE PROPER W 4 M TS4 Hunter ICV-G 1" Turf Spray 15.2 FUNCTIONALITY. NOZZLE WITH (TS-T-Q). UJ L2.5 TS5 Hunter ICV-G 1" Turf Spray 15.2 7. INSTALL MANUAL FLUSH VALVES AT END OF DRIP ZONE LINE FOR MAINTENANCE 1 5.1 TS6 Hunter ICV-G 1" Turf Spray 15.2 PURPOSES. co TS7 Hunter ICV-G 1" Turf Spray 15.2 N Lu v J TS8 Hunter ICV-G 1" Turf Spray 5.32 8. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE MAINLINE IS SHOWN IN Q 2" 1Ya" TS9 Hunter ICV-G 1" Turf Spray 16.63 ASPHALT,CONCRETE HARDSCAPE AREAS OR OFFSITE, IT SHALL BE LOCATED IN (6 0 W - - - - - _ _R a" 6 TS10 Hunter ICV-G 1" Turf Spray 13.51 ADJACENT LANDSCAPE AREAS ONSITE. ��W 6 7 5 L2.5 TS11 Hunter ICV-G 1" Turf Spray 21.23 a CO v) 6 7 ---- 5 TS12 Hunter ICV-G 1" Turf Spray 13.08 0 1 1 1 L2.7 TS13 Hunter ICV-G 1" Turf Spray 13.08 LU 1 TS14 Hunter ICV-G 1" Turf Spray 19.71 c/) UJ TS15 Hunter ICV-G 1" Turf Spray 19.98 0 TS16 Hunter ICV-G 1-1/2" Turf Spray 19.86 0 U) TS17 Hunter ICV-G 1-1/2" Turf Spray 18.72 Q z0 J / I TS18 Hunter ICV-G 1" Turf Spray 15.53 N U) III TS19 Hunter ICV-G 1" Turf Spray 13.39 W w 1 I I 1 TS20 Hunter ICV-G 1-1/2" Turf Spray 21.62 j Of U 1 6 7 I I L2.7 TS21 Hunter ICV-G 1" Turf Spray 18.83 __ Lu TS22 Hunter ICV-G 1" Turf Spray 13.44 o KR1 0 IRR / I TS23 Hunter ICV-G 1-1/2" Turf Spray 22.1 m o ° ° W UST� �� ° v 2 4„ _ _ a 8 TS24 Hunter ICV-G 1-1/2" Turf Spray 22.42 �% ° ° � 1 1, flf�._ 1 10 12 12 10 1Y411 - L2 5 TS25 Hunter ICV-G 1" Turf Spray 18.68 Tlill TS26 Hunter ICV-G 1" Turf Spray 18.68O s - - 8 TS1 TS27 Hunter ICV-G 1-1/2" Turf Spray 20.45 - AR EA` z 8 s 8 TS28 Hunter ICV-G 1-1/2" Turf Spray 20.45 1.2 1 15 SD 10 J - - - - 5 ` J 15 1" 17. TS29 Hunter ICV-G 1-1/2" Turf Spray 18.33 ,� °r r _ TS30 Hunter ICV-G 1-1/2" Turf Spray 25.33 35 211 12 10 10 10 I TS31 Hunter ICV-G 1-1/2" Turf Spray 23.59 r o �•81 TS37 M11 21 TS32 Hunter ICV-G 1" Turf Spray 12.3 I- T o 15 1" 15.2 2„�11 15 I 15 TS33 Hunter ICV-G 1" Turf Spray 20.46 ° N 0- 0- 0- 0- TS34 Hunter ICV-G 1" Turf Spray 18.71 1 1 1 5 TS35 Hunter ICV-G 1" Turf Spray 8.81 0 Spray ° z z z o " TS36 Hunter ICV-G 1" Turf S ra 11.29 0 LU W > 1 15 15 TS37 Hunter ICV-G 1" Turf Spray 15.24 0 ° o Q w a _ 2 rs38 6 7 6 7 15 15 TS38 Hunter ICV-G 1" Turf Spray 18.18 I a o o Q 12 1" 1s.2 1 1 TS39 Hunter ICV-G 1" Turf Spray 15.2 1Y4" 1/4", I1 2�� I 4 TS40 Hunter ICV-G 1" Turf Spray 15.2 ° 8 TS39 1 L2.07 n TS41 Hunter ICV-G 1" Turf Spray 15.2 1 q 1 39 111 2„ 12 I I 15 TS2 /`1 TS42 Hunter ICV-G 1" Turf Spray 15.2 TS43 Hunter ICV-G 1" Turf Spray 15.2 ` 15 2❑ 1"1Ya" 15.2 TS44 Hunter ICV-G 1" Turf Spray 15.2 1 1Ya" TS45 Hunter ICV-G 1" Turf Spray 15.2 1" 5 15 - - ` 15 2 TS46 Hunter ICV-G 1" Turf Spray 15.2 w KEY MAP ' 15 2 D13 15 TS47 Hunter ICV-G 1" Turf Spray 15.2 z 1" 10.5 2„ jTS3 TS49 Hunter ICV-G 1" Turf Spray 15.84 6 7 5 15 1Ya" 5.2 SCALE . 1 �� - 2001_011 TS48 Hunter ICV-G ill Turf Spray 11.45 z O 1 15 D14 15 O vJ r 6 I � _ 1 1" 10.7 1 4" 1Ya" 11 1Ya" TS40 6 7' O p 6 7 15 15 7 1 4" 1Ya" 1" 15.2 I I 15 15 L 1" 0 D15 11 OilI � 1 5 w U)tr 2, I 1" 5.68 I111 5 I11 2„� 15 I 15 J _ I 5 15 _ 2„ - - - - - 15 _ MATCHLINE SEE SHEET L2.4 ;5�1 15p R R I GAT I O N P LAN - AREA TWO SHEET NO: L2.2 20 0 20 40 60 SCALE: 11.=20'-0" DATE: 03/24/25 PAGE NO: 30F8 w zo v w J U zzoz Z O - - '15 15 VALVE SCHEDULE Q � za ° z 15 - t � .aC�7a W I I MATCHLINE SEE SHEET L2 . 1 „ RODNEY EVANS PARTNERS a + + + + 17 I 17 NUMBER MODEL SIZE TYPE GPM reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 Ln 15 15 �15 I I D1 Netafim LVCZS8010075-HF 1" Area for Dripline 10.2 000°°EpoF��°pO000 �� e 15 8 I I 1 D2 Netafim LVCZS8010075-HF 1" Area for Dripline 15.11 D3 Netafim LVCZS8010075-HF 1" Area for Dripline 13.1 _ -^ 17 17 I I 6 7 15 D4 Netafim LVCZS8010075-HF 1" Area for Dripline 9.2 ,�„a,,, ,,,, O I I ��5f) � 55 2„\I I D5 Netafim LVCZS8010075-HF 1" Area for Dripline 3.27 Can ,maw b D6 Netafim LVCZS8010075-LF 1" Area for Dripline 4.45 0� Lh- 'V y`Fl/ o CALL 2 BUSINESS DAYS 7 I I ORE D7 Netafim LVCZS8010075-LF 1" Area for Dripline 1.82 °oJF 03/24/25 ��o°° YOU DIG,GRADE,OR j I I I 15 EXCAVATE FOR THE D8 Netafim LVCZS8010075-HF 1" Area for Dripline 9.28 0°00�000�0000po�°0000 MEMARKINGLUN:ERGRO/TIES 0ND , D9 Netafim LVCZS8010075-HF 1 Area for Dripline 13.55 ER 1/4" _ 1 D10 Netafim LVCZS8010075-HF 1" Area for Dripline 12.92 D11 Netafim LVCZS8010075-HF 1" Area for Dripline 13.5 17 - 17 5 1 D12 Netafim LVCZS8010075-HF 1" Area for Dripline 11.2 3.0 TS25 I I 4 D13 Netafim LVCZS8010075-HF 1" Area for Dripline 10.51 R9 2"� I L2.6 „ D14 Netafim LVCZS8010075-HF 1" Area for Dripline 10.68 REFERCALLOUTNUMBERS J 2" 3 2' D15 Netafim LVCZS8010075-HF 1" Area for Dripline 5.68 TT REFER BE NUMBERED J O17 1" 13 I I ICI CALLOUT NOTES NOTES BELOW D8 I I I D16 Netafim LVCZS8010075-HF 1 Area for Dripline 10.24 I 1 1 9 28 D17 Netafim LVCZS8010075-HF 1" Area for Dripline 13.38 1. CONNECT NEW 2"MAINLINE TO PUMP STATION(BY OTHERS)IN THIS APPROXIMATE C ) 1 - " Area for Dripline 2 D18 Netafim LVCZS8010075 HF 1 p 14.6 � I I LOCATION(FIELD VERIFY). REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. � O4 1/2' 0.5 1 1Y D19 Netafim LVCZS8010075-HF 1 Area for Dripline 10.17 p Lu 6 7 15 R1 Hunter ICV-G 1" Turf Rotor 19.5 2. 2"WIRE SLEEVE. ROUTE TO CONTROLLER LOCATION PER LOCAL CODES AS LO _ R2 Hunter ICV-G 1" Turf Rotor 11.5 REQUIRED. (D p 3.0 3.0 1 3 R3 Hunter ICV-G 1" Turf Rotor 4.5 (n co J �- 6 7 L2.6 R4 Hunter ICV-G 1" Turf Rotor 15 3. MOUNT OUTDOOR IRRIGATION CONTROLLER ON LOCKING PEDESTAL IN PLANTER z 15 R5 Hunter ICV-G 1-1/2" Turf Rotor 21 BED AS SHOWN. CONNECT 120 VOLT AS REQUIRED. ALL ABOVE GRADE WIRES 1/4" 1 I I 15 Q 0 I I SHALL BE LOCATED IN APPROPRIATELY SIZED CONDUIT 2 MINIMUM IRRIGATION 1 R6 Hunter ICV-G 1" Turf Rotor 16 ( �� )� J > - 1%4 I I 1 \J I I 2" 1 R7 Hunter ICV-G 1" Turf Rotor 12 CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH CERTIFIED D J ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL CONNECTIONS. IRRIGATION W I 15 I I R8 Hunter ICV-G 1-1/2" Turf Rotor 20.5 CONTRACTOR SHALL ENSURE ALL CONTROLLER OPTIONS AND ZONES ARE FULLY z Q - 1• o I I - - - - 15 15 R9 Hunter ICV-G 1" Turf Rotor 13 OPERATIONAL AFTER TRENCHING HAS FINISHED. CONTROLLER LOCATION TO BE O 0� Q R10 Hunter ICV-G 1" Turf Rotor 20.5 OWNER APPROVED. REVISE LOCATION AS REQUIRED. W m I l 4.0_ 0 I I R11 Hunter ICV-G 1" Turf Rotor 12.75 U 6 7 1 III 2 R12 Hunter ICV-G 1" W Turf Rotor 19.5 4. EXTEND EXTRA WIRES TO THIS POINT. COIL APPROXIMATELY 24"LENGTH OF z 0 R13 Hunter ICV-G 1" Turf Rotor 18 EXTRA WIRES IN SEPARATE VALVE BOX AT THIS LOCATION. w LL R14 Hunter ICV-G 1" Turf Rotor 15.75 U) L2.6 1 - _ R15 Hunter ICV-G 1" Turf Rotor 10 5. ROUTE 2 WIRE BRANCH(IN 1"PE CONDUIT)AND RUN TO NEW REMOTE CONTROL U N TS1 Hunter ICV-G 1" Turf Spray 17.28 VALVES. LOCATE ICD DECODERS AND GROUND RODS AS NECESSARY. W N 15 15 , s„I , 5 9 1 I I TS2 Hunter ICV-G 1" Turf Spray 15.2 > CLO 15 1/4" 1/4" 15 J p y 6. INSTALL'HUNTER'POLYFLEX RISER AT END OF DRIPZONE LINE TO ENSURE PROPER / I TS3 Hunter ICV-G 1" Turf Spray 15.2 1%4" I I I I FUNCTIONALITY. NOZZLE WITH (TS T-Q). J � III � TS4 Hunter ICV-G 1" Turf Spray 15.2 TS5 Hunter ICV-G 1" Turf Spray 15.2 7. INSTALL MANUAL FLUSH VALVES AT END OF DRIP ZONE LINE FOR MAINTENANCE 15 15 15 15* 1111101 ` � I I I 1 TS6 Hunter ICV-G 1;; Turf Spray 15.2 PURPOSES. co TS24 1" I I 1 ui TS7 Hunter ICV-G 1 Turf Spray 15.2 N w 3.0 I I I I 2„ = TS8 Hunter ICV-G 1" Turf Spray 5.32 8. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE MAINLINE IS SHOWN IN Q 1/2 2.4 1)/4" TS9 Hunter ICV-G 1" Turf Spray 16.63 ASPHALT,CONCRETE HARDSCAPE AREAS OR OFFSITE, IT SHALL BE LOCATED IN (6 C) 2❑ I I v J TS23 1" - TS10 Hunter ICV-G 1" Turf Spray 13.51 ADJACENT LANDSCAPE AREAS ONSITE. W TS11 Hunter ICV-G 1" Turf Spray 21.23 a CO 1%2 22.1 O2 1 2" 15 W TS12 Hunter ICV-G 1" Turf Spray 13.08 2, TS13 Hunter ICV-G 1" Turf Spray 13.08 LU R7 3 0 12 12 1 12 12 1 1 12 TS14 Hunter ICV-G 1" Turf Spray 19.71 � 1. I 1" 12 I I I TS15 Hunter ICV-G 1" Turf Spray 19.98 Lu 14" TS16 Hunter ICV-G 1-1/2" Turf Spray 19.86 0 U) �^ R6 3'0 I 12 12 1212 12 1212 w - TS17 Hunter ICV-G 1-1/2" Turf Spray 18.72 Q z0 V\ 1' 16 I I I I z TS18 Hunter ICV-G 1" Turf Spray 15.53 04 U) w TS19 Hunter ICV-G 1" Turf Spray 13.39 w > D7 TS20 Hunter ICV-G 1-1/2" Turf Spray 21.62 > � O \ 1" 1.82 I 1 = TS21 Hunter ICV-G 1" Turf Spray 18.83 -- Lu 1 I C3O 1 TS22 Hunter ICV-G 1" Turf Spray 13.44 1USTIC, o 6 7 U TS23 Hunter ICV-G 1-1/2" Turf Spray 22.1 _ _ U _ � TS24 Hunter ICV-G 1-1/2" Turf Spray 22.42 A ✓/ ° ° ° ° Q L2.6 3 0 /„ 10 - 10 10 TS25 Hunter ICV-G 1" Turf Spray 18.68 ° 1a ° TS26 Hunter ICV-G 1" Turf Spray 18.68 � O 1 TS27 Hunter ICV-G 1-1/2" Turf Spray 20.45 "' z R5 1%" 1 TS28 Hunter ICV-G 1-1/2" Turf Spray 20.45 TS29 Hunter ICV-G 1-1/2" Turf Spray 18.33 ❑ O 1 TS30 Hunter ICV-G 1-1/2" Turf Spray 25.33 _ TS22 - - - - - - - - - - - - _ - TS31 Hunter ICV-G 1-1/2" Turf Spray 23.59 o 1" 13.4 � 2" � 211 2" 2" 2„ TS32 Hunter ICV-G 1" Turf Spray 12.3 00 0 TS33 Hunter ICV-G 1" Turf Spray 20.46 6 7 120 TS34 Hunter ICV-G 1" Turf Spray 18.71 N -1 J J W 12 TS35 Hunter ICV-G 1" Turf Spray 8.81 0 0 0 Uj 1 TS36 Hunter ICV-G 1" Turf Spray 11.29 ° q��q z z z Y 'o 5 1y4„ 12 12 12 , 1 TS37 Hunter ICV-G 1" Turf Spray 15.24 o Q U) LU 0- O - 15 1A" TS38 Hunter ICV-G ill Turf Spray 18.18 E $ 15 [if 0-1LU = 0- 17 1 " 12 � Q 12 1 2„ 12 TS39 Hunter ICV-G 1" Turf Spray 15.2 T f�P-�1 15.2 TS21 15 10 14' $ 12 / 15 TS411 Hunter ICV-G 1" Turf Spray 15.2 �" \ 1" 1s.8 T s s 2„ TS42 Hunter ICV-G 1" Turf Spray 15.2 -- 1%4" 17 n 15 8 6 TS17 TS43 Hunter ICV-G 1" Turf Spray 15.2 15 1 I� I I 1 0 0 6 7 3„ 1%2'18. 2„ TS44 Hunter ICV-G 1" Turf Spray 15.2 - - -.7- - - - 1 - - _ TS45 Hunter ICV-G 1" Turf Spray 15.2 2' - - - - - - - - - - - - - - - TS46 Hunter ICV-G 1" Turf Spray 15.2 Uj I TS20 1 4\ TS47 Hunter ICV-G 1ii Turf Spray 15.2 KEY MAP z 12 1" 1„ TS48 Hunter ICV-G 1 Turf Spray 11.45 �� 0 U)z 17 17 1 TS49 Hunter ICV-G 1" Turf Spray 15.84 NVSCALE : 1 - 200 -O - O D 1�4"O 5 - 10 5 W 1 1 12 1X14" 1�4" Z 0 15 15 O 17 7 7 CIO w BM 10 10 Z (U) 1 W rylJ - - - - - a g 3.0 3.0 3.0 17 1 17 Q a R4 R3 R2 TS18 D6 TS16 CREASON CREEK IRRIGATION PLAN - AREA THREE L23ETN0: 20 0 20 40 60 SCALE: 11.=20'-0" DATE: 03/24/25 PAGE NO: 40F8 o U W x � Cn wQ U OZ 0 UzaxU U � � Qati 15. D15 I ! 11 I I 2°� i I I VALVE SCHEDULE z ° 00-0 2" MATCHLINE - SEE SHLL T L2 .2 15 15 RODNEY EVANS + PARTNERS a is + +� a 2"� 1 reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 (~n - - NUMBER MODEL SIZE TYPE GPM Lu 15 - - - - _ _ 15 J 15 D1 Netafim LVCZS8010075-HF 1" Area for Dripline 10.2 000°°�° 0F 'O°oo 2 15 15 D2 Netafim LVCZS8010075-HF 1" Area for Dripline 15.11 1 5 1" 3❑ III �II D3 Netafim LVCZS8010075-HF 1" Area for Dripline 13.1 k��D4 Netafim LVCZS8010075-HF 1" Area for Dripline 9.2 Know, below. TS42 i 1 2❑ 2 JI I 5 D3 D5 Netafim LVCZS8010075-HF 1" Area for Dripline 3.27 CdlbefoR you al% 1" 15.2 I I 15 15 1" 13.1 D6 Netafim LVCZS8010075-LF 1" Area forDri line 4.45 0�. Lr+- �v��ry �� CALL 2 BUSINESS DAYS 1 a" p oo L moo IN ADVANCE BEFORE 1Ya" 6 7 D7 Netafim LVCZS8010075-LF 1" Area for Dripline 1.82 °oJF 03/24/25 C-�oo YOU DIG,GRADE,OR D8 Netafim LVCZS8010075-HF 1" Area for Dripline g.28 °oo��q Qo oo° EXCAVATEMARKING OF HE 6 7 1Ya 1Y4„ 1Y" I D9 Netafim LVCZS8010075-HF UNDERGROUND 1" Area for Dripline 13.55 °11z 000poopoo°°°° MEMBER UTILITIES TS43 6 7 D10 Netafim LVCZS8010075-HF 1" Area for Dripline 12.92 1 1" 1" 15.2 ■ D11 Netafim LVCZS8010075-HF 1" Area for Dripline 13.5 1 D12 Netafim LVCZS8010075-HF 1" Area for Dripline 11.2 ` 15 141, TS4 D13 Netafim LVCZS8010075-HF 1" Area for Dripline 10.51 oi l I 1" 15 2 D14 Netafim LVCZS8010075-HF 1 ii Area for Dripline 10.68 CALLOUT NUMBERS J III E D15 Netafim LVCZS8010075-HF 1 Area for Dripline 5.68 REFER TO NUMBERED J 2" I CALLOUT NOTES NOTES BELOW D17 Netafim LVCZS8010075-HF 1" Area for Dripline 13.38 1. CONNECT NEW 2"MAINLINE TO PUMP STATION(BY OTHERS)IN THIS APPROXIMATE � O 1 1Y4„ 1 TS44 15 D18 Netafim LVCZS8010075-HF 1" Area for Dripline 14.62 LOCATION(FIELD VERIFY). REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. 15 D19 Netafim LVCZS8010075-HF 1" Area for Dripline 10.17 0 Lu 1 1y4„ 1Y4" 15� I 2, R1 Hunter ICV-G 1" Turf Rotor 19.5 2. 2"WIRE SLEEVE. ROUTE TO CONTROLLER LOCATION PER LOCAL CODES AS � I--- LO I� R2 Hunter ICV-G 1" Turf Rotor 11.5 REQUIRED. (D ::) o 14 TS45 I I 5 R3 Hunter ICV-G 1" Turf Rotor 4.5 0 U)515 R4 Hunter ICV-G 1" Turf Rotor 15 3. MOUNT OUTDOOR IRRIGATION CONTROLLER ON LOCKING PEDESTAL IN PLANTER z � 6 7 1" 15.2 6 7 ❑5 Ts5 R5 Hunter ICV-G 1-1/2" Turf Rotor 21 BED AS SHOWN. CONNECT 120 VOLT AS REQUIRED. ALL ABOVE GRADE WIRES Q Q 5 1Y4" 1" 15.2 R6 Hunter ICV-G 1" Turf Rotor 16 SHALL BE LOCATED IN APPROPRIATELY SIZED CONDUIT(2"MINIMUM). IRRIGATION J > 1 15 CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH CERTIFIED > 1 1 D16 .. R7 Hunter ICV-G 1" Turf Rotor 12 U LJJ ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL CONNECTIONS. IRRIGATION 1 1" 10.2 D17 " Turf Rotor 20.5 15 R8 Hunter ICV-G 1-1/2 Q 6 7 CONTRACTOR SHALL ENSURE ALL CONTROLLER OPTIONS AND ZONES ARE FULLY z (n 15 R9 Hunter ICV-G 1" Turf Rotor 13 15 1" 13.4 1/a" 9 R10 Hunter ICV-G 1" Turf Rotor 20.5 OPERATIONAL AFTER TRENCHING HAS FINISHED. CONTROLLER LOCATION TO BE 0 � 0 ` I I OWNER APPROVED. REVISE LOCATION AS REQUIRED. U LLl CO 2" oil L2.6 R11 Hunter ICV-G 1" Turf Rotor 12.75 sD Sp �'I I R12 Hunter ICV-G 1" Turf Rotor 19.5 4. EXTEND EXTRA WIRES TO THIS POINT. COIL APPROXIMATELY 24"LENGTH OF z LU I 15 I R13 Hunter ICV-G 1" Turf Rotor 18 EXTRA WIRES IN SEPARATE VALVE BOX AT THIS LOCATION. � LL 1Ya" 1Ya" III 2" �J uJ . M 1 15 4„ R14 Hunter ICV-G 1" Turf Rotor 15.75 L 1Y4" 2❑ I 3( R15 Hunter ICV-G 1" Turf Rotor 10 5. ROUTE 2 WIRE BRANCH(IN 1"PE CONDUIT)AND RUN TO NEW REMOTE CONTROL ti 1 I D18 VALVES. LOCATE ICD DECODERS AND GROUND RODS AS NECESSARY. N TS1 Hunter ICV-G 1 Turf Spray 17.28 LLI N 1" 14. TS2 Hunter ICV-G 1 1Ya" _ _ _ _ 15 15 " Turf Spray 15.2 LO J 1Ya" I 15 15 TS3 Hunter ICV-G 1" Turf Spray 15.2 6. INSTALL'HUNTER'POLYFLEX RISER AT END OF DRIPZONE LINE TO ENSURE PROPER TS46 I I TS4 Hunter ICV-G 1" Turf Spray 15.2 FUNCTIONALITY. NOZZLE WITH (TS-T-Q). 1Ya" 2" TS5 Hunter ICV-G 1" Turf Spray 15.2 W 1" 15.2 � 7. INSTALL MANUAL FLUSH VALVES AT END OF DRIP ZONE LINE FOR MAINTENANCE 6 7 TS6 Hunter ICV-G 1" Turf Spray 15.2 15 PURPOSES. c� 1 2�� TS47 © TS6 TS7 Hunter ICV-G 1" Turf Spray 15.2 N Lu 1 1/a" TS8 Hunter ICV-G 1" Turf Spray 5.32 8. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE MAINLINE IS SHOWN IN - Q 1" 15.2 1" 15.2 (6 0 TS9 Hunter ICV-G 1" Turf Spray 16.63 ASPHALT,CONCRETE HARDSCAPE AREAS OR OFFSITE, IT SHALL BE LOCATED IN 15 TS10 Hunter ICV-G 1" Turf Spray 13.51 ADJACENT LANDSCAPE AREAS ONSITE. W 6 7 1 6 7 1 1Y4„ 15 TS11 Hunter ICV-G 1" Turf Spray 21.23 a m 2" w I I I I TS12 Hunter ICV-G 1" Turf Spray 13.08 TS13 Hunter ICV-G 1" Turf Spray 13.08 LU Cf) 4" 2" - - - - Eli 1 i TS14 Hunter ICV-G 1" Turf Spray 19.71 U) 15 I 15 TS15 Hunter ICV-G 1" Turf Spray 19.98 W III 2"il TS16 Hunter ICV-G 1-1/2" Turf Spray 19.86 o U) W 12 1 I I TS17 Hunter ICV-G 1-1/2" Turf Spray 18.72 Q 0 Z 1Y4" III �{ TS18 Hunter ICV-G 1" Turf Spray 15.53 N U) TS48 I I - - J 15 TS19 Hunter ICV-G 1" Turf Spray 13.39 w w t 3 1" 11.5 4" I I,,( 1" D4 TS20 Hunter ICV-G 1-1/2 Turf Spray 21.62 15 T 1 9.2 TS21 Hunter ICV-G 1" Turf Spray 18.83 Lu 1 TS49 ill I I SD 2�� 1/4" w s, KR TS22 Hunter ICV-G 1 Turf Spray 13.44 0 U 1 1" 15.8 So III TS7 TS23 Hunter ICV-G 1-1/2" Turf Spray 22.1 0 _ _ a o 0 0 . " m 2 6 7 / 2" II 15 1" 15.2 TS24 Hunter ICV-G 1-1/2" Turf Spray 22.42 ./ Q S I I TS25 Hunter ICV-G 1" Turf Spray 18.68 TS26 Hunter ICV-G 1 Turf Spray 18.68 O D19 15 15 TS27 Hunter ICV-G 1-1/2" Turf Spray 20.45 to z 1" 10.2 6 7 TS28 Hunter ICV-G 1-1/2" Turf Spray 20.45 I 1 1 TS29 Hunter ICV-G 1-1/2" Turf Spray 18.33 1 \ J rj TS30 Hunter ICV-G 1-1/2" Turf Spray 25.33 _ _ _ _ _ - - - - - - - - - - - - - - - TS31 Hunter ICV-G 1-1/2" Turf Spray 23.59 o - - - - - - - - - - u _ - - - - u � d d d �� TS32 Hunter ICV-G 1" Turf Spray 12.3 � 2" I 2" 6 7 115 15 TS33 Hunter ICV-G 1" Turf Spray 20.46 +" TT I� _ cal J J J J rj I I TS34 Hunter ICV-G 1" Turf Spray 18.71 r TS35 Hunter ICV-G 1" Turf Spray 8.81 o p Y LU 0 w I TS36 Hunter ICV-G 1" Turf Spray 11.29 " �AR EA b z z LU o s s s s s 15 1bF15 TS37 Hunter ICV G 1 Turf Spray 15.24 0 < w LU D- �❑�� a s s s 17 1„ 17 TS38 Hunter ICV-G 1" Turf Spray 18.18 a o LU T Q TS39 Hunter ICV-G 1" Turf Spray 15.2 ' I_0 Ll I I 1/a" TS8 TS40 Hunter ICV-G 1" Turf Spray 15.2 ° 15 TS41 Hunter ICV-G 1" Turf Spray 15.2 / 1" 5.32 TS42 Hunter ICV-G 1" Turf Spray 15.2 17 1Ya 6 7 15 TS9 TS43 Hunter ICV-G 1" Turf Spray 15.2 I I I r 1 I TS44 Hunter ICV-G Turf Spray 15.2 1" is.s 0TS45 Hunter ICV-G 1" Turf Spray 15.2 2n TS46 Hunter ICV-G ill Turf Spray 15.2 W TS10 17 TS47 Hunter ICV-G 1" Turf Spray 15.2 KEY MAP z - - - - - - - - � 10 1 2' 2" - - 2„ - 1%a" 1 13 5 TS48 Hunter ICV-G ill Turf Spray 11.45 R - - - �4„- - a - - - _ - 2" - 2„ 2 SCALE : 1 " = 200'-011 z_ 0 TS49 Hunter ICV-G 1 Turf Spray 15.84 7 10 -� - 1Ya" - - - - - - - 1 10 0 8 - - - - - _ - - _ - 17 17 O vJ 1 5 TS15 1/4 5 6 L2.6 6 7 z 1Ya" 1 20. 12 12 7 6 I T O TS14 L2.6 I 17 1Y4" 1" 19.7 5 17 5 Z 12 12 L2.6 17 w v J 12 12 12 J 1 12 12 12 1 12 12 12 12 1 1Y4" 1Y4" _ 5 1Y4"_ -114" 17 12 12 12 12 12 12 12 12 12 12 12 - 12 12 12 12 12 12 12 TS16 ��/�/ 1s9 + W 5 TS13 D5 4 TS12 11 TS11 + 1" 13.1 1" 3.27 3 d , L2.7 IRRIGATION PLAN - AREA FOUR SHEET N°: L2.4 20 0 20 40 60 SCALE: 1"=20'-0" DATE: 03/24/25 PAGE NO: 50F8 IRRIGATION SCHEDULE IRRIGATION SCHEDULE 0 W SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY SYMBOL MAN UFACTURER/MODEL/QESCRIPTION QTY � z z_ �2 � F I MA0 �St8TTT5�tfa5- z O z Hunter PROS-04-CV-R short radius nozzles Precision Pumping Systems Atlas-S Series. Fully enclosed self 1 U z a w p 5 O 0 0 0 0 0 Turf Spray, 4" Pop-Up. With Drain Check Valve, and Reclaimed 14 © contained submersible turbine pump station with flow rates from a '" U 20 2H 40 4H 60 6H Purple Body Cap. Co-molded wiper seal with UV Resistant 20 GPM up to 200 GPM and pressures up to 130 PSI boost. Q z a o Z V Material. GPM: PSI: Voltage: Phase: RODNEY EVANS + PARTNERS a + + + + W 24"SLACK WIRE ROLLED NEATLY, reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 Hunter PROS-04-CV-R 5' radius Wire Bundle (as indicated for future use) USE 3M DBY WATER PROOF WIRE Cn O 00 Turf Spray, 4" Pop-Up. With Drain Check Valve, and Reclaimed 6 PX Spare control wire bundle for future use in junction box. P=pilot CONNECTORS W Q " F Purple Body Cap. Co-molded wiper seal with UV Resistant CW CX wires, C=common wires bundled. Coil wires in valve box, and 1 000°°°°°000p0000 Material. run continuous wire back to controller. Label each wire with a TAG, RAIN BIRD VID SERIES OR °c oP�E OF A /�qo°oO PPROVED EQUAL Hunter PROS-04-CV-R 8' radius �� • B2) a a s Turf Spray, RECTANGULAR HEAVY DUTY p y 4" Pop-Up. With Drain Check Valve, and Reclaimed 69 P70 plastic I.D. tag at the wire bundle and at the controller. APPROVED Point of Connection 1 0PLASTIC VALVE BOX WITH LOCKING ""°Calle�O'" Q T H F Pur le Bod Ca Co-molded wi er seal with UV Resistant ��' Cal�hetoreyouaky p Y p p LID,AS SPECIFIED oa, LH— i 0ZJ-FU ,�o CALL 2 BUSINESS DAYS Material. Irrigation Lateral Line: PVC Schedule. Size as indicated on plans. 11,748.2 If o o o L o IN ADVANCE BEFORE 00� 03/24/25 �O� YOU DIG,GRADE,OR j FINISH GRADE O°FO �O° EXCAVATE FOR THE Hunter PROS-04-CV-R 10 radius _ _ Irrigation Lateral Line: Polyethylene Pipe SDR-7. Size as indicated 6,579.4 If °O° Poo° MARKING OF On plans. ? —III—III— REMOTE CONTROL VALVE AS °O°0 0 0�0000poo°°� MEMBER UTILITIES 10 10 10 10 Turf Spray, 4 Pop-Up. With Drain Check Valve, and Reclaimed 56 I_I I I_I I I � I I_I I I_I I I_I I I Q T H F Purple Body Ca Co-molded wiper seal with UV Resistant SPECIFIED p Y p p Irrigation Mainline: PVC Schedule 40. Size as indicated on plans. 3,203.8 If = = = = Material. IIIIII FILTER FABRIC BARRIER Hunter PROS-04-CV-R 12' radius - - - - - - - - Pipe Sleeve: PVC Class 200 SDR 21. Size as indicated on plans. 2,278 If CLASS 200 PVC :11 —III LATERAL(12" IN. —III —III— VALVE BOX EXTENSION AS 12 12 12 12 12 12O Turf Spray, 4" Pop-Up. With Drain Check Valve, and Reclaimed 125 _ III_ U BURY) REQUIRED J M Q T H TT TO F Purple Body Cap. Co-molded wiper seal with UV Resistant Valve Callout — — J V_ Material. UNIO —=j PAVING BRICK(1 OF 4) # Valve Number Hunter PROS-04-CV-R 15� radius I I I— O Q 0 0 0 00 C� Turf Spray, 4" Pop-Up. With Drain Check Valve, and Reclaimed 236 —I = Q T H TT TO F #�� # Valve Flow Purple Body Cap. Co-molded wiper seal with UV Resistant ° 10°ROUND VALVE BOX LW Material. Valve size = _ _ _ _ _ _ _ 6"DEEP PEA GRAVEL SUMP z III ~ LO 6"ADS LENGTH AS REQUIRED (D : O Hunter PROS-04-CV-R 17' radius - G7 ti 17 17 - 11 X 17 VALVE BOX AS _ GASKETED END VALVE FOR DIRECT Turf Spray,, 4 Po U . With Drain Check Valve, and Reclaimed 66 — — — — Purple Body Capp Co-molded wiper seal with UV Resistant SPECIFIED — — — — — — _ = N MAINLINE CONNECTION GATE VALVE IS z > 00 1. _ 1 1 1 1 11 1 1 SIZED THE SAME AS THE MAINLINE IN I� Q D Material. 8"ADS III—III — III III III III III I HARCO SCH 40 PVC GASKETED I_ SERVICE TEE OR APPROVED EQUAL WHICH IT IS INSTALLED J >>, Hunter PROS-04-CV-R adjustable arc LEEMco'Lv SERIES' , I 1 = OR ROMAC 202N PIPE SADDLE OR PVC MAINLINE J W ® © ® 10 12 15 17 Turf Spray, 4" Pop-Up. With Drain Check Valve, and Reclaimed 66 ANGLE VALE SIZE AS TAPE AND BUNDLE APPROVED EQUAL z Q Purple Body Cap. Co-molded wiper seal with UV Resistant REQUIRED CONTROL WIRE AT 10'-0" 11� O Material. O.C. INTERVALS ALONG 24 VOLT COMMON AND CONTROL MAIN LINE WIRE TO VALVE FLOW U 0 00 :2 LINE, 40 PVC MAIN MAINLINE AS SPECIFIED z W SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY LINE, PER PLANS 0� LL (24"MIN. BURY) W Hunter 1-20-04-R. Nozzle as indicated on plans. N — — — _ — — (n Turf Rotor, 4" Pop-Up. Adjustable and Full Circle. Plastic Riser. 64 = ° ° ° ° e a U Drain Check Valve. Standard Nozzle. With Reclaimed Water REMOTE CONTROL VALVE . •° TAPE AND BUNDLE CONTROL p 6"DEEP PEA GRAVEL _ _ ° ° . ° WIRE AT 10'-0" INTERVALS ALONG W> LL j Purple ID. —III—III— ° a MAINLINE > M SUMP NOT TO SCALE -III Hunter 1-20-04-SR-R. Nozzle as indicated on Tans. =IIII III— B 0.5 0.75 1.0 1.5 2.0 p CONCRETE THRUST BLOCK WITH 00000 Turf Rotor, 4.0" Pop-Up. Adjustable and Full Circle. Plastic Riser. 60 - REBAR ANCHORS Drain Check Valve. Short Radius Nozzle. With Reclaimed Water Purple ID Cover. LEEMCO'LTS SERIES' Cv LLJ O SADDLE TAP OR 3/4"DISC FILTER M Q SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY APPROVED EQUAL. SIZE 12"x 18"VALVE AS REQUIRED TO 3/4"SCH 80 UNION ISOLATION VALVE CONNECT TO BOX6 Netafim LVCZS8010075-HF 1" PRESSURIZED MAINLINE REMOTE CONTROL NOT TO SCALE a m ® Pre-Assembled Control Zone Kit, with 1" Series 80 Control Valve, 17 0 o VALVE 3/4"PRv 3/4" Disc Filter, and High Flow Pressure Regulator 4.5GPM to '°-� Lw 17.6GPM. PRESSURE IRRIGATION U) MAINLINE. 4"VALVE 3/4"SCH 80 UNION W FINISH GRADE Z MARKER 0 Netafim LVCZS8010075-LF 1" � Pre-Assembled Control Zone Kit, with 1" Series 80 Control Valve, 2 CLASS 200 P.V.C. 0 Z CLASS 160 P.V.C. Q O 3/4" Disc Filter, and Low Flow Pressure Regulator MAINLINE LATERAL LINE N 0.25GPM-4.4GPM -1 -1 I- W1 I I I— I I— I I FLOW Area to Receive Dripline FINISH GRADE 4"P.V.C.SLEEVE Of w Netafim TLHCVXR-053-18-NP -1 I=1 M 1=1 =1 =1 =1 =1 =1 z 10� Techline HCVXR Pressure Compensating Landscape Dripline 35,475 If 1 I I I I I I I III III III - - — 0 with Check Valve and Anti-Siphon feature. For Reclaimed Water = = =I = = = = III _ -III III III III III III - z IIII—III—_ N only. 0.53 GPH emitters at 18 O.C. Dripline laterals spaced at 18„ l U =1 =1 =1 1 II II II II II II N ° M x F LP.s SCH.40 =1 NIBCO 1"BRASS BALL Q apart, with emitters offset for triangular pattern. 17mm. —III—III— COUPLING FITTINGS - — DRAIN VALVE WITH"T" POINT OF CONNECTION 111 1'1 HANDLEED O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —III- DRAIN ROCK 1 APPROVED EQUAL Ln Z SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY II II II I— _ I- C.F. MIN. i NOT TO SCALE III - o 0 0 0 0 0 0 0 0 0 0 0 0 0 o 111 111 I I I Hunter ICV-G 1-1/2 (SADDLE TAP) _ _ _ _ _ _ _ _ _ _ _ _ _11 = =11 -1 - LOW POINT IN 1", 1-1/2", 2", and 3" Plastic Electric Remote Control Valves, Globe 12 =1 =1 - _ I III III III III III III III III III III III III III III III I III III I MAINLINE, SIZE PER Configuration, with NPT Threaded Inlet/Outlet, for BRICK SUPPORT(1- —_ _ _ _ —_ _ _ PLANS g I—I11=III=III=III=III=III=III=III=III=III=III=III=III=11I I ' I—III=III o EA. CORNER) l l III III I I I 111 111 I I I III I III III -III ° 00 Commercial/Municipal Use. I I I I I I I I —1 —1 —1 —1 I —1 1 1=1 -1 —_� —_� SCH.80 NIPPLE rl rl rl 7 IRRIGATION CONTROLLER AS1 cu. FT. PEA III III III III III I 1 III— —III ° N J J J J Hunter ICV-G 1" STAINLESS MOON IN ENCLOSURE =1 I—III—III=1 I_ =III=III III=III=III=III_ GRAVEL SUMP STEEL 1 , 1-1/2 , 2", and 3 Plastic Electric Remote Control Valves, Globe 52 - ° o Configuration, with NPT Threaded Inlet/Outlet, for FILTER FABRIC � _ ° z Z g BY STRONG BOX PRODUCT Y O Commercial/Municipal Use. #SB-16SS OR APPROVED EQUAL. -1 =III=III=III=III=III=III=III=III=III o Q U) W - „ II „ II a 0-1 o � Nibco T-1 13-K 2" REMOTE CONTROL VALVE NOTE: Q ® Class 125 bronze gate Manual Control Valve with cross handle, 10 11 NOT TO SCALE 1. DRAIN LINES MAY BE DIRECTED TO THE SITE DRAINAGE SYSTEM 4 same size as mainline pipe diameter at valve location. Size WITH 3/4 FILTER (DRIPZONE) WHERE APPLICABLE. REFER TO PLANS FOR MORE INFORMATION. Range- 1"-3" Hunter HQ-5LRC-R 1" 12"ROUND VALVE BOX MANUAL DRAIN VALVE 0 Quick coupler valve, purple locking rubber cover for reclaimed 4 QUICK COUPLER VALVE WITH 7 NOT TO SCALE water use, red brass and stainless steel, with 1 NPT inlet, 1-piece COVER w z body. 0 'HUNTER' AVR-07 AIR RELIEF VALVE 1 - III III III z z O SIZE TO MATCH MAINLINE '�tFINISH GRADE O _ CONCRETE PAD: 6-INCH MINIMUM III �n Op Manual Drain Valve 1 THICKNESS JIII FILTER FABRIC BARRIER vJ See Detail = _ 0 0 0 0 0 0 0 0 Baseline BL-3200P FINISH GRADE z LASCO BRASS STABILIZER z 0 ❑ a � —III—III a C Two-wire controller in 16-gauge stainless-steel pedestal 1 ° a III �6,1 � 6 DEEP PEA GRAVEL O enclosure, expandable up to 200 stations. �� a ° o,°off°off°0 0 Baseline BL-5201 22 III III SCHEDULE 80 NIPPLE Z ® PVC SCH 40 CONDUIT, FITTINGS AND o W v, Single station direct burial biCoder SWEEP ELL —III—III—III—III—III—III= — —III—III—III— MAINLINE(24"DEEP MIN.) III III III J I III III III II III III III III- ® Baseline BL-5201 PR 1 WIRES TO REMOTE CONTROL =III=III=III=III=III= = =III=III= — Direct burial pump start/relay switching biCoder VALVES ® 90°STREET ELLS Baseline BL-5202 17 II II II II II II II II III III SCHEDULE 80 NIPPLE Two station direct burial biCoder 90°STREET ELLS ® 1-INCH PVC SCH 40 CONDUIT, �I 1 Baseline BL-5204 8 FITTINGS AND SWEEP ELL TO TO SCHEDULE 40 =III 1 Four station direct burial biCoder POWER SUPPLY FITTINGS SHEET NO: BaseIncludes cone mmercial STAINLESS STEEL sons Includes commercial biSensor with installation guide, 50 foot 1 QUICK COUPLER VALVE L2.5 connection wires plus DBR/Y-6 connectors (two-wire side only) NOT TO SCALE 5 NOT TO SCALE and wire nuts. PEDESTAL CONTROLLER DATE: ® Baseline BL-LA01 1 03/24/25 Baseline two-wire surge arrestor PAGE NO: 60F8 o HH � w �7 ZD ww ¢ FINISH GRADE a. q a U O Q I�II1111111111111111111111111111 II 1111111111111111 Uzaxw U or_,CD _ INSTALL 1/4"ABOVE GRADE AND A a a IIIIIIIIIIIIIIIIII II II II II II II II MINIMUM OF 4"OFF WALKS AND CURBS ORODNEY EVANS + PARTNERS a + + + + w Z III IIIIII - reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 1___ g POP-UP SPRAY HEAD L 0 0�0000000po 00 N —III — 1/2"MARLEX STREET ELLS FINISH GRADE ooE OF ° oo • 90°ELL SPIRAL BARB oo� �P q o0 FITTINGS LINEAR LOW DENSITY POLYETHYLENE SWING PIPE(12"LONG MIN., 18"LONG SCHEDULE 40 PVC MAX) Know whars below MULCH . LATERAL LINE Techline COMBINATION TEE IIIIII IIIIII Callheroreyoualy. (MIN. 12"DEEP) U MODEL TL075FTEE Q �O —8 CALL 2 BUSINESS DAYS _ J FINISH GRADE �o� IN ADVANCE BEFORE �03/24/25 �� EXCAVATE FOR THE YOU DIG,GRADE,OR SCHEDULE 40 FITTINGS °o0o° RKING OF Techline TUBING ww IN-LINE EMITTER DRIP TUBING o��Oo4VDoh 0°0o MA MEMBER ROUTILI7 Es ECO INDICATOR- SPRAY HEAD POP-UP SPRINKLER HUNTER MODEL: OPERIND 1 NOT TO SCALE Q U w J • w w — — — — 3/4"MIN. IIIII TRIPLE SWING JOINT O W 1 11 11 11 11 1 11 IIIII LENGTH AS REQUIRED ;III III III FINISH GRADE U o[�- IIIII III III III ROTOR POP-UP SPRINKLER z 00 PREFABRICATED 1"SWING JOINT AS PVC TEE(SxSxT) MANUFACTURED BY LASCO OR APPROVED —III EQUAL OR 90°(SXT) � J LU 1'1'1'111 NOTE: E C O INDICATOR `� EACH CONNECTION IS CAPABLE OF MAX 10 GPM PVC OR POLY PIPING O O III III 8 NOT TO SCALE w COU 0 'II11"'III"'I TECHLINE START CONNECTION � LL IIIIIIIIIIIIIII 5 =1 I I III III NOT TO SCALE � Uj II II II II 11 III _ _ _ FINISH GRADE Lo W N ' OF MULCH �j co M FINISH GRADE 1 III III III 1 PVC SCH 40 TEE OR ELL a w J a w J_j _ Z = X = FINDERS TAPE -IIIII 0 0- w < w _ (9"DEEP) N w SCHEDULE 40 PVC LATERAL LINE o co 0 M I.-- (MIN. 18"DEEP) { LATERAL LINE N (MIN. 12"DEEP) co 0 SAND OR ROCK FREE d } SOIL AROUND ALL PIPE J m ROTOR POP-UP SPRINKLER E] J C14 2 MAINLINE uJ NOT TO SCALE (24"DEEP MIN.) U) Techline LATERAL SPACING PER PLANS LU TAPE AND BUNDLE 10� TOPSOIL AND AMENDMENTS AS CONTROL WIRE AT 10'-0" 0 z FINISH GRADE SPECIFIED - O.C. INTERVALS ALONG Q Q III MAIN LINE � to > TECHLINE SUBGRADE INSTALLATION ICI ICI iil- > E LINE FLUSHING =III=III= —III=III- LLI VALVE#TLSOV w w PLANTER BEDS AND TREE RINGS NOT TO SCALE l 11111111111'1111 - - - - - - to111111111'11111=111 � I��, III IIII1111111 ICI I�11111�1 ICI 111�1111111 Q VALVE Box ,- SEE SPECS I I TRENCH SECTION to g NOT TO SCALE TECHLINE MANUAL FLUSH VALVE U 7 O C 77 7 PLUMBED TO Techline®HCVXR �O Oo0 Oo0 Oo0 O 17MM TUBING REFER TO START CONNECTION 00 DETAIL /� OO O Techline®HCVXR DRIPLINE . CDd RECTANGULAR HEAVY DUTY CN _j BRICK SUPPORTS I OO O PLASTIC VALVE BOX WITH LOCKING o 0 0 LLI O O LID,AS SPECIFIED z z z U 0' (THREE) FINISH GRADE O Q in w a Q� w = a a U Q I a 3/4"GRAVEL SUMP (1 CUBIC FOOT) o O�0 00 I 1"AIR&VACUUM VALVE ASSEMBLY I ) O00000 , ARID-04000REQUAL. Oo Oo Oo Oo Oo MF �' Lo 00 00 00 ooJ _III��IIIIIIIIII NO. 5 REBAR OR 1"SCH.40 STEEL PIPE,WITH (2)STAINLESS STEEL GEAR EQUAL.LAMPS OR APPROVED MUj AN UAL LINE FLUSHING VALVE '11111111111'11111'11111'111111 �� z 3 NOT TO SCALE III III III III 1"SCH. 80 NIPPLE z O PLUMBED TO TUBING -III-III-III-III-III o — III III III 1"BALL VALVE (f) 6"ROUND VALVE BOX III III III III III VALVE BOX EXTENSION AS > FINISH GRADE SEE DRIP NOTES AREA PERIMETER III III —_ REQUIRED Z Q FOR ROW SPACING LOW VOLUME CONTROL ZONE PAVING BRICK 1 OF 4 O W_ _ II III III II ( ) 7 AIR/VACUUM RELIEF _ _ KIT-REMOTE CONTROL VALVE, O -III—III—III— o Z =1 _ Z =1 11 II PERIMETER LATERALS VALVE i� — FILTER AND PRESSURE - III III — — 1"SCH. 80 NIPPLE 2"TO 4"FROM EDGE REGULATOR. =III — II I I I=1 I I=1 I IIIIII—I 11= III III=1 I I=1 I I=1 I I=1 I I=1� � 3/4"M x 1/2"F w REDUCTION _ I NOTE. FILTER FABRIC BARRIER REDUCER/ADAPTER AS REQUIRED BUSHING J 1= = III=1 1= — III III—III—III—III—I 1. CENTER FEED LITE LAYOUTS ALLOW 2X MAX TUBING 1"MIN PVC/POLY TUBING TO 6"DEEP PEA GRAVEL SUMP III III III DRIPLINE TUBING LENGTH OF STANDARD LAYOUTS. CONNECTION;SIZE AS _ 2. PLACE SOIL STAPLE EVERY 3'-5'PLUS TWO ON EACH TEE, INDICATED ON PLANS. III III 3/4"CRUSHED GRAVEL I = = III II: ELBOW OR CROSS. III—III—III- NOTE: _ HARCO SCH 40 PVC SUMP _ _ 3. BELOW ARE MAX LINE DISTANCE FOR CENTER FEED LITE III III = III LAYOUT @ 30 PSI INLET; REFER TO FULL CHART FOR GASKETED SERVICE TEE OR III—III—III— = 1. AIR AND VACUUM RELEASE TO BE BRICK SUPPORTS III= = = IIIII — -I ALTERNATE PRESSURES: APPROVED EQUAL OR ROMAC III III PLACED ON HIGHEST MAINLINE 202N PIPE SADDLE OR III—III—III—III- POINT. FIELD ADJUST AS .33 @ 12"o.c. = 327' 53 @ 12"o.c. = 240' APPROVED EQUAL III III DRIPLINE 180 2-WAY .33 @ 18"o.c. = 464' .53 @ 18"o.c. = 341' III—III—III III REQUIRED. ADAPTER TEE ' • Ii THRUST BLOCK PER DETAIL �, SHEET NO: 11111 II— L2.6 AIR / VACUUM RELIEF VALVE TYPICAL TECHLINE LAYOUT AIR RELIEF VALVE 4 NOT TO SCALE 7 NOT TO SCALE g NOT TO SCALE DATE: 03/24/25 PAGE NO: 7OF8 w zo 1-1 v w J U3zoz Z O UzaH D 2 WA ZD OU oC Q ¢ zao z (Dz � ¢ � x RODNEY EVANS + PARTNERS a . . . .a' W reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 LU o�0P� °0 F oa�Sn �� Know wimrs below. /\ Call Isom you dkp i o� LFi- I D y`FV d o CALL 2 BUSINESS DAYS -1 I—III—III—III III—I —I o 00 ��p �� o IN ADVANC MEM B ER UTILITIES M F ORE 1 03/24/25 tv��0� YOU DIG,GRADE,OR Q O EXCAVATEVATE G FOR THE =1 1=111-111 11-111— oo gNDSCAP O UNDERGROUND 1 1 FINISH GRADE o ��OQpp� p00000 III�I II II III VALVE BOX III III-1I ' 3M ULG CONNECTORS (SPLICE ALL WIRE It -III= PAIRS) J c J PREFORMED SUPER SERVISEAL WATERPROOF WIRE SPLICE KIT M O BRICK 1 2 2 14 � 0 0 0 0 0 13 O w �_ L0 (D o PE-89 SHIELDED CABLE. LEAVE 24"SLACK (D (J) C WIRE ROLLED NEATLY z > 00 FILTER FABRIC BARRIER 15 J a 4 12"Wire Bury or 6 S 6"DEEP PEA GRAVEL SUMP O 12 NEC J LU SPLICE 3 0 � o &1WIRE NOT TO SCALE U 0LL1 CO 5 7 Nz LU 0 pLJ O O O O L U LL �� 10 �( )o( )O �vcc �. FINISHED GRADE � (n ti 4"x 96"GROUNDING PLATE BL-LA01 BASELINE LU N 8 9 8 LIGHTNING ARRESTOR 6 AWG SOLID BARE COPPER WIRE 11 11 � RECTANGULAR LEGEND: STANDARD OR LCONTROLLER JUMBO VALVE BOX AS co 1. FINISHED GRADE 11. MAINLINE-STRAIGHT PIPE- 10 PIPE DIAMETERS UPSTREAM&5 PIPE LAWN OR SURFACE � LU2. JUMBO VALVE BOX AND LID DIAMETERS DOWNSTREAM TREATMENT REQUIRED C. LU 3. 45 DEGREE ELL TO REQUIRED PIPE DEPTH 12. MAINLINE-SIZE FOR FLOW PER PLANS AND SPECIFICATIONS-MATCH 0 4. BL-5201 MV MASTER VALVE BICODER FLOW METER biCODER 5. MASTER VALVE AS SPECIFIED 13. WATERPROOF WIRE CONNECTIONS WITH DBR/Y OR EQUAL(TYP.) 6"ROUND JUNCTION 6. BL-5308 FLOW BICODER 14. REFER TO MFG'S INSTRUCTIONS FOR METER SPECIFIC INSTRUCTION. BOX a CO 7. FLOW METER 15. RED TO RED AND BLK TO BLK ENCAPSULATED IN WATER PROOF SPLICE RED TO RED AND 8. GRANULAR MATERIAL FOR DRAINAGE-2"MINIMUM DEPTH CAP.DBR/Y OR EQUAL. BLK TO BLK b 9. TWO-WIRE SIZE AND COLOR PER PLANS 8 FT. MIN. SEPARATION FROM OTHER EQUIPMENT IN WATER PROOF LU 10. SUPPORT BLOCK AT CORNERS OF EACH VALVE BOX-TYPICAL OF 4 PER SPLICE CAP. DBR/Y w VALVE BOX OR EQ. W TOP VIEW �� Q o BASELINE BL-5308 FLOW BICODER & #8 AWG SOLID BARE co 3 BL5201 MV MASTER VALVE BICODER NOT TO SCALE CU w W WIRE OR PER LOCAL } REMOTE CONTROL CODE �� W m z VALVE � FINISHED GRADE PAVING BRICK- a 0 AWTM 7 2 REQUIRED No _ U CONTROLLER � TYPICAL EACH Q SURGE ARRESTOR CORNER(4 PLASTIC SWEEP ELL(1 1/2" REQUIRED O OF LARGER) � �, c O O O� �L J oLJ oV oV L J o ) to Z CONCRETE PAD RECTANGULAR STANDARD OR PEA GRAVEL SUMP CADWELD GT1161G JUMBO VALVE BOX AS 2"MINUMUM DEPTH "ONE-SHOT"W/IGNITER LAWN OR SURFACE TREATMENT REQUIRED TWO WIRE-GUAGE O BASELINE BICODER 8'GROUNDING ROD AS PER PLAN o O_ d d d J J J J 6"ROUND JUNCTION INSTALL PER CODE N a BOX PRESSURE LINE-SIZE RED TO RED AND PER PLAN inLu n - LATERAL LINE PER p w =III 11= N BILK PLANS K TO BLK z z z Y 0 z 8 FT. MIN. SEPARATION FROM OTHER EQUIPMENT IN WATER PROOF 6"DEEP PEA GRAVEL SPLICE CAP. DBR/Y NOTE: SUMP a o o Q p OR EQ. 1. WATERPROOF CONNECTORS 3M DBR/Y OR EQUAL TO BE INSTALLED IN VERTICLE POSITION AS SHOWN. NOTES: "' aYW\ 2. THIS BOX MAYBE A VALVE BOX OR A ROUND BOX. IF A VALVE BOX WITH VALVE, CONNECT BICODER FOR VALVES TO TWO-WIRE AND WIRE FROM BL-LA01 GROUND RODS SHALL HAVE A MIN. DIA.OF 5/8"AND A LENGTH #8 AWG SOLID BARE OF 10'. THE COPPER GROUNDING PLATES SHALL BE MADE CU LIGHTNING ARRESTOR ACCORDING TO THE MINIMUM REQUIREMENTS OF SECTION 250 d WIRE OR PER LOCAL OF THE NEC THEY ARE TO BE MADE OF COPPER ALLOY a ` Q CODE REMOTE CONTROL NOT TO SCALE INTENDED FOR THE APPLICATION AND THE PLATE SHALL m z VALVE 5 4"x 96"GROUNDING PLATE MEASURE 4"x96"x.0625". A 25 CONTINUOUS LENGTH OF 4 AWG w W BARE COPPER WIRE SHALL BE PROVIDED WITH THE PLATE PAVING BRICK- *a Uj ASSEMBLY AND SHALL BE ATTACHED TO THE PLATE USING AN 2 REQUIRED o N Z PAVING BRICK- 7 APPROVED WELDING PROCESS. THIS WIRE IS TO BE CONCRETE MIXTURE TYPICAL EACH z Q CONNECTED TO AND THROUGH THE TOP OF THE GROUND ROD 6 AWG SOLID BARE COPPER CORNER(4 — USING A CADWELD GT1161G "ONE-SHOT"WELDING KIT. THE WIRE O O O OJ ��o�o�o� o REQUIRED) GROUND PLATE SHALL BE INSTALLED TO A MINIMUM DEPTH OF U) 30",OR BELOW THE FROST LINE IF IT IS BELOW 30". THE 5/8"x 10'COPPER CLAD )� > POWERSET EARTH GROUNDING MATERIAL SHALL BE SPREAD GROUND ROD PEA GRAVEL SUMP Z7 SO THAT IT SURROUNDS THE COPPER PLATE EVENLY ALONG 2"MINUMUM DEPTH 0 ITS LENGTH WITHIN A 6"WIDE TRENCH. THE O EARTH-TO-GROUND RESISTANCE OF THIS CIRCUIT SHALL BE SOLDER SHALL NOT BE ALLOWED TO MAKE CONNECTIONS. TWO-WIRE-GAUGECIO MEASURED USING A MEGGER OR OTHER SIMILAR INSTRUMENT, THE WIRES ARE TO BE INSTALLED IN AS STRAIGHT OF A LINE 8'GROUNDING ROD AS PER PLAN AND THE READING SHALL BE NO MORE THAN 10 OHMS. IF THE AS POSSIBLE,AND IF IT IS NECESSARY TO MAKE A TURN OR A INSTALL PER CODE Z RESISTANCE IS MORE THAN 10 OHMS,THEN ADDITIONAL BEND IT SHALL BE DONE IN A SWEEPING CURVE RATHER THAN (n GROUND PLATES AND POWERSET SHALL BE INSTALLED IN THE A SHARP BEND. MECHANICAL CLAMPS SHALL BE PERMITTED PRESSURE LINE-SIZE w DIRECTION OF THE IRRIGATION AREA. TO PREVENT THE TEMPORARILY DURING THE RESISTANCE TEST PROCESS, BUT LATERAL LINE PER PER PLAN J ELECTRODE-DISCHARGED ENERGY FROM RE-ENTERING THE SHALL BE REPLACED WITH CADWELD"ONE-SHOT" KITS PLANS UNDERGROUND WIRES AND CABLES,ALL ELECTRODES SHALL IMMEDIATELY THEREAFTER. IT IS RECOMMENDED THAT THE 6"DEEP PEA GRAVEL BE INSTALLED AWAY FROM SAID WIRES AND CABLES. THE SOIL SURROUNDING ALL THE COPPER ELECTRODES BE KEPT NOTE: SUMP SPACING BETWEEN ANY TWO ELECTRODES SHALL BE 16 TO 20 AT A MINIMUM MOISTURE LEVEL OF 15%.THE USE OF SALTS, FEET SO THAT THEY DON'T COMPETE FOR THE SAME SOIL.ALL FERTILIZERS,AND OTHER CHEMICALS SHALL NOT BE ALLOWED 1. WATERPROOF CONNECTORS 3M DBR/Y OR EQUAL TO BE INSTALLED IN VERTICLE POSITION AS SHOWN. GROUND CIRCUIT CONNECTIONS SHALL BE MADE USING L. IN AN EFFORT TO IMPROVE SOIL CONDUCTIVITY BECAUSE 2. THIS BOX MAY BE A VALVE BOX OR A ROUND BOX. IF A VALVE BOX WITH VALVE,CONNECT BICODER FOR VALVES TO TWO-WIRE AND WIRE FROM BL-LA01 EXOTHERMIC WELDING PROCESS BY UTILIZING PRODUCTS THESE MATERIALS ARE CORROSIVE AND WILL CAUSE THE 3. THE FIRST SURGE ARRESTOR MUST BE WITHIN 25'OF THE CONTROLLER;SEPARATE FROM THE CONTROLLER'S ENCLOSURE GROUNDING POINT. 4. PLACE A SURGE ARRESTOR EVERY 150' SUCH AS THE CADWELD"ONE-SHOT"KITS. COPPER ELECTRODES TO BECOME INEFFECTIVE. THE TWO-WIRE PATH. 5. ANY BRANCH OF THE TWO WIRE THAT EXCEEDS 50 MUST HAVE A SURGE PROTECTOR AT THE END. 6. ON WIRE RUNS WITH NO SPLICES, DO NOT CUT THE WIRE TO INSTALL A SURGE ARRESTOR,JUST LOCATE ON AT THE END. SHEET NO: L2.7 CONTROL GROUND GRID SURGE ARRESTOR 2 NOT TO SCALE 4 NOT TO SCALE DATE: 03/24/25 PAGE NO: 80F8