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CC - Construction Drawings * d Pura l a l e Ranch Subdivision Street, Water, Pressure Irrr ation, & Sanitary Sewer Construction Plans o Vicinity Map Waterline Construction Notes Legend CONSTRUCT 4" SEWER SERVICE PER ISPWC SD-511 v1J 'q o m s o i. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE ry v Wv d� 1 STANDARDSANDSPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1• Ew M M - EXISTING WATER MAIN uNE W 2n E AnItY Rd. 2B 27 ANITYOOXSOO a 8B ROAD o0ze0o 33 33 33 ` / 34 35 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. w w CONSTRUCT 8" C-900 PVC WATER MAIN LINE W o0 NORTH WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE Zw m Not to scale J CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE CONSTRUCT 1" DOUBLE WATER SERVICE PER CITY OF MERIDIAN SD-W3 m _ WASTEWATER RULES (IDAPA 58.01.16). �® INSTALL SINGLE WATER SERVICE CONNECTIONIN ACCORDANCE WITH y xi _ er xiBHlvnaer Rd. CITY OF MERIDIAN STANDARD DRAWING W-2 & W-6 p O - m s 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR U In k `(• HIGHLANDERn INSTALL DOUBLE WATER SERVICE CONNECTION IN ACCORDANCE WITH _ u�a � a � "Y•°,s4��` A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,. THE CROSSING SHALL BE CONSTRUCTED IN CITY of MERIDIAN STANDARD DRAWING W-3 & W-6 LA GRANGE 9 al sr. ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). EXISTING WATER VALVE 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 10, EXISTING FIRE HYDRANT INSTALL GATE VALVE, SAME . THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE ~ MERIDIAN STANDARD DRAWINGIW AS MAIN LNE, CITY OF #2� o 5INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. c Project 1O" ect Si A� INSTALANBSTAND RD DRAWINGRE HYDRANT IN ACCOR9 &CWT WITH CITY OF MERIDIo Sanitary .Sewer Construction Notes 00260E t E 33 HAZEL Rn. pB0 INSTALL BLOWOFF VALVE IN ACCORDANCE WITH 32 33 34 ■ 34 35 _ 0028065 4 rF 4 3 3 z CIIY OF MERIDIAN STANDARD DRAWING W-13 P yJ BOISE RANCH W 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND EXISTING PRESSURE IRRIGATION LINE, SIZES NOTED ON SHEET 3.3 " LOOx•oo1 n SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. DJ EXISTING PRESSURE IRRIGATION VALVE GOLF COURSE A o s y s Etv m 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF IF EXISTING t" PRESSURE IRRIGATION SERVICE tI\ U t i a W A > ea aq Q 0 6 0 = TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAINTO CROSS WITHLESS THAN EIGHTEEN (18) INCHES OF VERTICAL o CONSTRUCT PRESSURE IRRIGATION UNE, SIZES NOTED ON SHEET 3.3 �PBM 1 YeB°� W S Litteroo 3<. SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA Ev HlnnaN vAL �e tQYO°d 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ►� INSTALL PRESSURE IRRIGATION VALVE S 3pS w 'w Nossyvotl.st. p Rry REsr�Evm 3.01043e PI INSTALL 1" PRESSURE IRRIGATION SERVICE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS -� y�Bs snette < NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING * we.°va INSTALL PRESSURE IRRIGATION AIR RELEASE VALVE PER CITY OF KUNA alley"` g I"'• c SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF 0 STD. DWG. K-908. 1, It Ctr. +� yvy CHAPIN AV . a, • d THE WASTEWATER RULES (IDAPA 58.01.16). o i < oloaow Qv °Otl a INSTALL PRESSURE IRRIGATION MAIN LINE DRAIN PER CITY OF KUNA y o v, v s• nr. STD. DWG. K-904 m -. °trey xts. r ..-+ 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., LL; '°" °Stnrxer Aee• p F°x y SEEPAGE BEDS, DRAINAGE SWALES). ffi + C°luobia R0. 4 3 0079PS A „ 3 z INSTALL INLET CATCH BASIN TYPE 4 B 9 9 C V a 1n II Foa*b <�e* Drainage Construction Notes I INSTALL SEDIMENT TANK PER ACHD BMP-01 WITH MANHOLE _� z o LO FRAME AND COVER PER I.S.P.W.C. SD-616 AND SD-617 N t` � ^ a a Bwe nr. DRAINAGE S E°x INSTALL STANDARD CONCRETE CATCH MANHOLE PER I.S.P.W.C. SD-611 V a °x m• WITH MANHOLE FRAME AND COVER PER LS.P.W.C. SD-616 AND SD-617 o 0 FOR COMMERCIAL SUBDIVISIONS OR COMMERCIAL. PROJECTS WITH PUBLIC MAINS THAT HAVE ON-SITE DRAINAGE. � � General Construction Notes I� F- ZnINSTALL GROUND WATER OBSERVATION WELL (MONITORING WELL) U w o 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR PER DETAIL 3, SHEET 6.1 � $y" In ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY _ 0 o INSTALL TYPE II TERMINUS BARRICADE W/KICK PLATE AT BASE r �{ w = `r 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. Y w N -o- FOR CANE DETECTION, AS PER MUTCD PROVISIONS SECTION 6D.02 0.) g ¢ N(ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF AND ACHD SUPPLEMENTAL DRAWING SD-1132-A ' THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY CLASS °A° MUNICIPAL WASTEWATER RECLAMATION AND REUSE INSTALL TYPE III TERMINUS BARRICADE STATING "THIS ROAD WILL Con OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. FOR COMMERCIAL SUBDIVISIONS OR COMMERCIAL PROJECTS THAT HAVE PUBLIC REUSE MAIN OR SERVICES. -o--o- BE EXTENDED IN THE FUTURE", AS PER ACHD SUPPLEMENTAL DRAWING �/ DRAWING SD-1132-8 I v 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL OO KEYNOTE REFERENCE C o TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE 1. CONSTRUCTION OF THE CLASS A EFFLUENT DISTRIBUTION SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO RECYCLED WATER RULES (IDAPA 58.01.17), WASTEWATER RULES (IDAPA ., Z of of COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 58.01.16), RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES - GREAT LAKES - UPPER MISSISSIPPI RIVER BOARD OF SANITARY ENGINEERS (10 STATES STANDARDS),A AWWA MANUAL M24 - INSTALL LED STREET LIGHT CHAPTER 24 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. Y� EX EXISTING STREET LIGHT 0 z 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. �t 2. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION MAINS AND POTABLE WATER MAINS SHALL BE A MINIMUM OF TEN (10) FEET IN ACCORDANCE WITH IDAPA 58.01.08, 'IDAHO EXISTING UTILITY POLE a 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. RULES FOR PUBLIC DRINKING WATER SYSTEMS,' SUBSECTION 542.07. WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION MAIN AND POTABLE WATER MAIN TO CROSS, A MINIMUM 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED AND THE CLASS A EFFLUENT DISTRIBUTION MAIN SHALL BE ENCASED IN A CONTINUOUS PIPE SLEEVE TO A DISTANCE 70.00 TRC FINISH GRADE ELEVATION 0 TOP BACK OF ROLLED CURB ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. ON EACH SIDE OF THE CROSSING EQUAL TO TEN (10) FEET. CLASS A EFFLUENT DISTRIBUTION MAINS INSTALLED PARALLEL TO NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN AND IRRIGATION) SHALL BE INSTALLED AT LEAST FIVE FEET HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS LOCATED ABOVE THE CLASS A EFFLUENT MAIN AND THREE 70.00 Tvc FINISH GRADE ELEVATIONTOP BACK of VERTICAL cuRe 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE (3) FEET HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NON- POTABLE MAIN IS LOCATED BELOW THE CLASS A EFFLUENT MAIN 70.00 LOG FINISH GRADE ELEVATION @ LIP OF GUTTER m WATER VALVES. LU 70.00 EDP FINISH GRADE ELEVATION 0 EDGE OF PAVEMENT Q 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE Roadway Construction Notes APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE 70.00 FL FINISH GRADE ELEVATION @ FLOW LINE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT 70.00 ETRC EXISTING ELEVATION @ TOP BACK OF EXISTING ROLLED CURB 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 70.00 ELOG EXISTING ELEVATION ® LIP OF EXISTING GUTTER AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. (70.00 EP) EXISTING GRADE ELEVATION ® EXISTING EDGE OF PAVEMENT I 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR Erosion Control - Storm Water pollution prevention Note Digline Information DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN (70:00 EG) EXISTING GRADE ELEVATION 1. PRIOR TO CONSTRUCTION CONTRACTOR(S) SHALL BE RESPONSIBLE TO 50 South Cole Road VERIFY THAT A ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. NOTICE OF INTENT TO CONSTRUCT (N01) HAS BEEN FILED AND ACCEPTED BY THE 2.00% GRADE AND DIRECTION Boise, ID 83709 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. ENVIRONMENTAL PROTECTION AGENCY (EPA). THE CONTRACTOR(S) SHALL BE RESPONSIBLE 1-800-342-1585 _-C- -- _ GRADE CHANGE �FOR COMPLYING WITH THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). (208) 342-1585 11, PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF - GRADE BREAK THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. Sheet Index Benchmark Information NAVD 88 DATUM O LOT NUMBER 1.0 TITLE SHEET AND NOTES TBM #1 FOUND CHISELED "X" ON TBC NORTHWEST CORNER OF S. ARABLE Pressurized Irrigation Construction Notes 2.0 FINAL PLAT 19 WAY AND S. LAKE HAZEL ROAD, ELEV. = 2703.54 2.1 FINAL PLAT SHT 2 O 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS w BEING CONSTRUCTED. 3.0 SITE COMPOSITE PLAN o 4.0 UTILITY PLAN/PROFILE - S. PURA VIDA AVENUE 2. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF 4.1 UTILITY PLAN/PROFILE W. RINCON DRIVE STA. 4+40 TO STA. 6+50 SIX (6) FEET. WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION SERVICE AND A POTABLE WATER MAIN TO CROSS A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION SHALL(BE MAINTAINED) AND THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES 4.2 UTILITY PLAN/PROFILE S. LA FORTUNA STA. 0+00 TO STA 2+51 it FOR PUBLIC DRINKING WATER SYSTEMS IDAPA 58.01.08 AND SECTION 430.02 OF THE WASTEWATER RULES IDAPA 58.01.16). 4.3 UTILITY PLAN/PROFILE S. LIMON ST. Construction Staking Note 3. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING CAUTION: RECYCLED WATER - DO NOT DRINK, IN BOTH ENGLISH AND 4.4 UTILITY PLAN/PROFILE E. JACO ST. 1. THE CONTRACTOR SHALL VERIFY CONSTRUCTION STAKES WITH THE SPANISH. CONSTRUCTION PLANS AND THE PROJECT BENCHMARK PRIOR TO CONSTRUCTING 5.0 STREET PLAN/PROFILE S. PURA VIDA AVENUE THE IMPROVEMENTS REFERENCED BY THESE CONSTRUCTION PLANS. IF A o o 4. AN APPROVED BACKFLOW PREVENTER IS REQUIRED IF RECYCLED WATER SYSTEM IS CONNECTED TO THE POTABLE WATER SYSTEM. THE DEVICE MUST BE APPROVED DISCREPANCY IS OBSERVED BETWEEN CONSTRUCTION STAKING AND THE BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ), THE CITY OF MERIDIAN WATER DEPARTMENT; AND LISTED IN THE MOST CURRENT VERSION OF THE 5.1 STREET PLAN/PROFILE S. ARENAL WAY STA. 4+40 TO STA. 6+50 CONSTRUCTION PLANS THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER >Z o LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES PUBLISHED BY THE FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH, UNIVERSITY 5.2 STREET PLAN/PROFILE E. LA FORTUNA ST. STA. 6+50 TO STA. 13+00 FOR CLARIFICATION PRIOR TO THE START OF PLACEMENT OF THE IMPROVEMENT. � r m Z o r ZY Y Z� OF SOUTHERN CALIFORNIA (USC). II t35.3 STREET PLAN/PROFILE S. LIMON AND E. JACO ST. 5. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL RECYCLED WATER DISTRIBUTION MAINS AND/OR SERVICES. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS 5.4 OVERALL GRADING PLAN REQUIRED. 5.5 PRESSURE IRRIGATION . SHEET NO: 6.0 DETAILS - STORM WATER DETENTION/ABSORPTION AREAS 6.1 DETAILS - CONSTRUCTION 1 U cJ o • raw[ as Pura Vida Ridge Ranch Subdivision No . 1 w W C) g ;� C BEING A PORTION OF PARCELS S1404212550 AND S1404212750 CO SITUATE IN THE NORTHWEST QUARTER OF SECTION 4, T.2.N., RAE. BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO � Lf) NORTHWEST CORNER 2022 GO� NORTH QUARTER CORNER 0 o SECTION 4 T-2-N / R-1-E SECTION 4 T-4-N / R-1-E U Lrl FOUND 2-IN-INCH BRASS CAP POINT OF BEGINNING - -- FOUND ALUMINUM CAP "ILLEGIBLE" CP&F 2019-091022 BASIS OF BEARING 32 33 S89'4334"W 1,325.81' N89'43'34"E 382.86' N89'43'34"E 943A0' 33 CP&F NO. 2017-075211 S.o.4 - - - -�- 21.54' 361.35' - --- - -- 4 Legend I N East Lake Hazel Road oy so SUBDIVISION BOUNDARY LINE Im� LOT LINE �° < N89'43'34"E - - --- SECTION LINE ° I 4s1�0 351.53' - STREET CENTERLINE W 19�a Block 1 ADJOINING PROPERTY LINE o I I N89'43'34"E 275.00' ------------------- TIE LINE " 0 M000' 65.00' 20.00' 65.00' 20.00' 75.00' WATER, SEWER, DRAINAGE, AND PRESSURE IRRIGATION n a OS o o O9 0 0 11 _ ------ ---- EASEMENT LINE TO BENEFIT THE CITY OF MERIDIAN I^, w oo M zzlosF M 221asF M zssosF ' o wsD rn 65.00' 65.00' 75.00' rn - - - - - 10' WIDE PUBLIC UTILITY EASEMENT I �� STORM DRAINAGE EASEMENT LINE TO BENEFIT q o 2734 SF N 1560 SF N 1800 SF 1560 SF N 1800 SF N 1800 SF 1 ACHD, SEE NOTE 15, SHEET 3 EXISTING STORM DRAINAGE MAINTENANCE EASEMENT TO ti Block 1 b 65.00' o 0 65.00' b o 75.00 o z S, P< Q� BENEFIT ACHD, PER INSTRUMENT NO. I N O 4 R O7 N N 13 0 lS� 'OSIy rq 2080 SF "'> M 2080 SF rq r7 2400 SF n p FOUND 1/2" PIN WITH PLASTIC CAP a. 30.75' 65.00' 20.00' 65.00' 17.07' N89'43'34"E 50 0 50 LABELED LS 4998, UNLESS OTHERWISE NOTED I 1.00. Nwr43'34"E 201.75 75.00' FOUND 5/8' PIN WITH PLASTIC CAP N45'02'07"W 21.12' SCALE: 1"=50' 0 N89'43'34"E 232.51' o " LABELED LS 4998, UNLESS OTHERWISE NOTED • _ _ _ - -_ LF Q Lg. G SET 1(,ZX24" IRON PIN WITH PLASTIC CAP E.LA FORTUNA STREET 6gOti titiy rn ay yA • LABEL D °B&A S 4116", UNLESS OTHERWISE NOTED o v 1.00' N LO N5 Qp oo. 1600. to o I N89'43'34"E 199.21' tP• ti o SET 5 ,8"X24" IRON PIN WITH PLASTIC CAP v J21.5 0' 24.00' 24.00' 27.00' 27.00' 24.00' 24.00' 21.21'C1 sy 1759SF 0 LABEL D B&A. 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Qp ®$• F--1 C� U =" 12795 SF \ +j`).• 6, 1759 SF 0 Q ® 0 © ® 0 Z F ` P 23 � 'Tf o � N 444 S 2430 SF 2160 SF 2160 SF 2430 SF 2430 SF 2160 SF 2160 SF 2430 SF Block 3 n�a�Q �S9 $• lssO3 3F °~ w o F- I Block 3 6i. \ 0 r L� z o tig� oo a�' y o 2208 sF o z N45'02'071W 6.1 .8 '24.00' 24.00' 27.00' 27.00' 24.00' 24.00' 27.00 L �a eo 306o sF� ��5 \ Stipp 1©F o rySgO a Curve Table Li2' N89'43'34"E 206.67' �tiL y�' 0 12 Blockl L15 s 2.67' �(j� O• 2160 SF • 6 Curve # Length Radius Delta Chord Dir Chord Len 9'43'34W v_ `��1�` S L�' 0 13 �� o yti� 17©Foo 9y� $2.$3 V QO 1 2160 SF a0 i ?o, Q OO. I'on \CO 'La' ,v 14 'S ' / `s> 10.00' &. a C1 62.62' 156.00' 23'00'01° N8'25'56"E 62.20' „; 0 6.e. P 1ss3 sF S r N QO '00• - 2430 SF QO i o0 O`70 �a'S m C2 17.76' 13.00' 78'17b6" S19'12'36"E 16.41' • \0 11.89' La' 90 15 a' 's • 28 ti S5 (S89'43'34 W 74.24'• S33 29'38"E o o oQ 's. za3z SF w- C3 17.42' 13.00' 76'46'02" S83'15'50"W 16.14' ^ Ss73j7 0V 25.23' SpoQ o 16 za3osF �a0 a9• \ titi o Sf ) • . 2160 SF Block3 �QO C4 147.92' 156.00' 54'19'45" N72'02'41"E 142.44' ^� �00 �Op• N59'59'10"E 17 L v65 1a� 9 (D try• O • 0 15.68' 2160 SF ,,00 ,yet, / QO 0 3980 SF C> #yl 1 `� 2039 SF �. IN. 00- 05 10.91' 22.50' 2T4T13" S85'18'57"W 10.81' c� J \ 18 0 s Lti ti �O • ��'.9\ so 306o SF aOQ tt56�$aQ0 00 d I �c6�Q C6 26.42' 37.50' 40'21'34" S88'23'53"E 25.87' 0 0 �0 ti • t,�� oo. 'Qh ti oo © 3 C7 78.84' 166.00' 2T12'44" S54'36'44"E 78.10' ryti ti 610�0 o ti G��� F\o9 a� tiaoQ y $ rr6osF O •Op• b' h A. ,� QCS $• 216�0 SF Q6 C8 24.55' 37.50' 37'30'43" S22'15'OO"E 24.12' Z� 1610SF � � } .&-\ yam /' rya. I q $' C9 11.78' 22.50' 30'00'00" N1829'38"W 11.65' Blocks �4po, ti • S67Jp 'o a1 // Qp °o $ 3 2160 SFrya z�l C10 76.10' 73.48' 59'20'21" N61'S3'02"W 72.75' • O zsOF v 7S , �!• ��� a9 O n6OosF Block OQ UNPLATTED 2844 SF `�' O �OQ• �tl� 2 tia• .�1 2160 SF C11 68.70' 109.00' 36'06'50" S15'26'14"E 67.57' �0 969sF • s� s� 0 9a• • C12 57.02' 109.00' 29'58'22" N1T36'22"E 56.37' I N6�3 �O Op• ^ • COo• 0 3980SF ya.6y�L� $ p PROFfs C13 102.87' 109.00' 54'04'29" N59'37'47"E 99.10' 1JS 277O4SFss1177SF 76 ry • 06 ' <a o C14 68.70' 109.00' 36 06'49" N51 33'03"W 67.57' .00' ti� ti� CIS / �� _ cp4116 g C15 122.39' 123.50' 56'46'47 S61'53'02"E 117.44' •�ti • \ / •G3 OF �O�\�� C16 5.84' 26.50' 12'37'38" S83'57'37"E 5.83' Survey Narrative \ �Ati r1� zi3 0 C17 20.42' 26.50' 44'09'10" S55'34'13"E 19.92' PURPOSE THE PURPOSE IS TO CREATE A SUBDIVISION WRH 16 BUILDABLE UNPLATTED c� � ' - " D. CP LOTS AND 1 OPEN SPACE LOT. Ld C18 72.84' 73.50' 56'46'48" N61'53'02"W 69.89' BOUNDARY ESTABLISHMENT: THE BOUNDARY WAS ESTABLISHED PER • C6 • • CA C19 1 52.18' 90.00' 33'13'12 S73'06'58"W 51.45' RECORDS OF SURVEY C B&A Engineers, Inc. • ROS NO. 1485 C20 63.78' 110.00' 33'13'12" S73'06'58"W 62.89' • Ras No. 2880 0 Consulting Engineers, Surveyors &Planners 5505 W. Franklin Rd. Boise, Id. 83705 g (208) 343-3381 Pura Vida Ridge Ranch Subdivision No. 1 N Z Z Sheet 1 of 3 Z L�j= SHEET NO: 2.0 U F—� N >0, N C) UZ o Pura Vida Ridge Ranch Subdivision No . 1 ' g wW � m m �n O Lf) N U L0 __0 Notes Certificate of Owner 1. UNLESS DIMENSIONED OTHERWISE, A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, KNOW ALL MEN BY THESE PRESENTS: THAT THE UNDERSIGNED DO HEREBY CERTIFY THAT IT IS THE PROPERTY DRAINAGE, AND IRRIGATION EASEMENT /5 HEREBY DESIGNATED ALONG ALL LOT LINES OWNER OF A CERTAIN TRACT OF LAND TO BE KNOWN AS PURA VIDA RIDGE RANCH SUBDIVISION NO. 1, COMMON TO A PUBLIC RIGT-OF-WAY AND A FIVE (5) FOOT WIDE IRRIGATION, PUBLIC UTILITIES AND THAT IT INTENDS TO INCLUDE THE FOLLOWING DESCRIBED LAND IN THIS PLAT: AND PROPERTY DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG EACH SIDE OF INTERIOR LOT LINES. A PARCEL OF LAND SITUATE IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 4, 'L TOWNSHIP 2 NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, BEING MORE ?'S. 2. ANY RE-SUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE MOST RECENTLY PARTICULARLY DESCRIBED AS FOLLOWS: W U APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. p COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 4, WHICH BEARS S89'4334"W, 2,651.67 FEET FROM tv 3. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH THE NORTH QUARTER CORNER OF SAID SECTION 4; THENCE N89'43'34"E, 1,325.81 FEET ALONG THE NORTHERLY STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BOUNDARY OF THE NORTHWEST QUARTER OF SAID SECTION 4 TO THE NORTHWEST CORNER OF THE NORTHEAST dS� $SpSFe BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 4 WHICH iS THE POINT OF BEGINNING: �O THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN. OPERATION FOR MORE THENCE CONTINUING N89'034E, 382.86 FEET ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 4; THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THENCE S3416 27"E, 502.24 FEET; THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN THENCE S55-43 34"W, 93.11 FEET; AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." THENCE S5630'22"W, 51.00 FEET; 4. THE BOTTOM ELEVATION OF ALL STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF THENCE S56'30'22"W, 50.48 FEET; $.a" 12-INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. THENCE A CURVE WITH A CHORD LENGTH 62.20 FEET, A COURSE S08'2556"W, A LENGTH OF 62.85 FEET, 0 A RADIUS OF 126.34 FEET, CENTRAL ANGLE 2830'11 ; V] W 5. IRRIGATION WATER HAS BEEN PROVIDED BY THE NEW YORK IRRIGATION DISTRICT IN COMPLIANCE THENCE A CURVE NTH A CHORD LENGTH 16.41 FEET; A COURSE S199236"E, A LENGTH OF 17.97 FEET, WITH IDAHO CODE 31-3805(1)(b). ALL LOTS WITHIN THIS SUBDIVISION SHALL BE ENTITLED TO RADIUS OF 1229 FEET, CENTRAL ANGLE 83-47-16". o IRRIGA1ON WATER RIGHTS AND THE LOT OWNERS WILL BE OBUGAED FOR ASSESSMENTS FROM THENCE S3249'34"W, 47.01 FEET; 2; � THE IRRIGATION DISTRICT. C 1 N THENCE A CURVE WITH A CHORD LENGTH 16.14 FEET, A COURSE S8315'S0"W, A LENGTH OF 17.70 FEET, 6. THE DEVELOPMENT OF THIS PROPERTY SHALL BE IN COMPLIANCE WITH H-2019-0058. RADIUS OF 12.01 FEET, CENTRAL ANGLE 8425'12', W o o THENCE A CURVE WITH A CHORD LENGTH 142.44 FEET, A COURSE S72'02'41"W, A LENGTH OF 149.63 7. ALL REFERENCES TO HOMEOWNERS ASSOCIATION HEREON ARE TO THE PURA VIDA RIDGE FEET, RADIUS OF 138.32 FEET, CENTRAL ANGLE 61'5855; ~ N RANCH SUBDIVISION HOMEOWNERS' ASSOCIATION AND THE OWNERS OF THE LOTS, WITHIN SAID x V w o THENCE A CURVE WITH A CHORD LENGTH 10.81 FEET, A COURSE S85'18'57"W, A LENGTH OF 10.98FEET, z SUBDIVISION, JOINTLY. iv a RADIUS OF 17.75 FEET, CENTRAL ANGLE 43'26'24" Otj = o 0 8. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN THENCE A CURVE WITH A CHORD LENGTH 25.87 FEET, A COURSE N88'2353"W,.A LENGTH OF 26.65 FEET, W Ckf EFFECT AT THE TIME OF THE RESUBDIVISION. RADIUS OF 31.80 FEET, CENTRAL ANGLE 48'00'44", a 9. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH THENCE A CURVE WITH A CHORD LENGTH 78.10 FEET, A COURSE N5436'44"W, A LENGTH OF 78.48.FEET, a w CY o AUTHORITY. - RADIUS OF 229.90 FEET, CENTRAL ANGLE 1933'33, - a "'f;j d.4- THENCE A CURVE WITH A CHORD LENGTH 24.12 FEET, A COURSE N22' 15'00"W, A LENGTH OF 24.75 Q ,.,~/ ^ N N 10. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM FEET, RADIUS OF 31.40 FEET, CENTRAL ANGLE 45.0954, �J W i APPROVED IN THE SANITARY RESTRICTION RELEASE. THENCE A CURVE WITH A CHORD LENGTH 13.31 FEET, A COURSE N16'34'50"W, A LENGTH OF 13.51 FEET, Ct RADIUS OF 22.88 FEET, CENTRAL ANGLE 33'49'35; w o (If 11. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN r+ z a THENCE N33'29'38"W, 107.73 FEET; COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN OR AS � w AMENDED BY APPLICATION AND APPROVED BY THE CITY OF MERIDIAN. THENCE S59'59'10"W, 15.68 FEET; F THENCE-S27'22'45"W, 32.54 FEET; z 12. NO EASEMENT SHALL PRECLUDE THE CONSTRUCTION AND MAINTENANCE OF HARD-SURFACED THENCE S62'37'15"E, 70.00 FEET; DRIVEWAYS, LANDSCAPING, PARKING, COVERED PARKING, OR OTHER SUCH IMPROVEMENTS. THENCE S27'2245"W, 67.75 FEET; a 13. LOTS 1, 2, 6, 10, 17. 21 AND 25, BLOCK 1; LOTS 1 AND 10, BLOCK 2; LOTS 1 AND 10, THENCE N62'37'15"W, 160.00 FEET; BLOCK 3; LOT 8, BLOCK 4; AND LOT 5, BLOCK 5 ARE COMMON LOTS TO BE USED FOR OPEN THENCE N27'22'45"E, 115.76 FEET; SPACE WHICH SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS' ASSOCIATION AND THENCE S62'37'15"E, 70.00 FEET; CANNOT BE DEVELOPED FOR RESIDENTIAL PURPOSE IN THE FUTURE. ADDITIONALLY, SAID LOT i, THENCE N59'59'10"E 11.89 FEET; BLOCK 1; LOT 1, BLOCK 2; LOT 10, BLOCK 3; AND LOT 8, BLOCK 4 ARE SUBJECT TO A m BLANKET, NON-EXCLUSIVE AND PUBLIC UTILITIES EASEMENT. THENCE A CURVE NTH A CHORD LENGTH 72.75 FEET, A COURSE N61'53'020W, A LENGTH OF 76.10 FEET, 11 RADIUS OF 73.48 FEET, CENTRAL ANGLE 59'2021; w 14. A 10-FOOT WIDE PERMANENT NON-INCLUSIVE PUBLIC UTILITIES EASEMENT IS HEREBY RESERVED ADJACENT TO THE EAST LAKE HAZEL ROAD RIGHT-OF-WAY. N0072'11-E, 45-OF-WAY. THENCE S89'43119.22 FEET; o , .02 FEET TO THE POINT OF BEGINNING. 15. A PORTION OF LOT 1, BLOCK 1, A PORTION OF LOT 1, BLOCK 2, A PORTION OF LOT 10, BLOCK 3, AND A PORTION OF LOT 8, BLOCK 4 ARE SERVIENT TO AND CONTAINS THE ACHD COMPRISING 7.63 ACRES, MORE OR LESS STORM WATER DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASER PERPETUAL STORM WATER DRAINAGE EASEMENT, RECORDED ON AS INSTRUMENT NO. OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMETI. THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD tip PRop PURSUANT TO OF THE STORM WATER DRAINAGE SYSTEM. §40-2302 IDAHO CODE. EASEMENT IS FOR THE OPERATION AND MAINTENANCE O �c�F� SS/ See Sheet 3 for Owner's Signature VEY JR o 0 4116 g 0.F9�F OF Uj O Uj � o B&A Engineers, Inc. Consulting Engineers, Surveyors & Planners 5505 W. Franklin Rd. Boise, Id. 83705 0 (208) 343-3381 Pura Vida Ridge Ranch Subdivision No. 1 a Sheet 2 of 3 W N }Z W tr SimL.i I� �E Z SHEET NO: 2. 1 U � v H � aLn 77 � m NORTH `. '� Co XX 0 XX HORIZONTAL SCALE: 1 N=XX' ?�-1 E. Lake Hazel Road ���'(�, cu T— TES^-TF�--T � T w lE�TEr--TEt—TEr—TEt_—iEEI t 'IE lE�lE -TE7--TEi_--TES lEt—TEk-:—lEt—� '�TR--tEt—iEt- lEt TES Tft TEt�—iF1 1EEt--YEf- lEl� —^ f n H2O T12O Nzo NZV nzo nzo nzo Nzo Hzo nzo` zo Hzo- Nzo zo - c 8S 8$ 8 Q 8S �-8s S 85--� EP---"fir;: � a - - -® �� m 47.00 ROW M U � I _ ��a \\ 10.00 PUID EASEMENT 10.00 PUID EASEMENT F�"1 —I -•`v ' 33.00 TRC TO TRC 5.00 16.50 16,50 5.00 p m i \ 2.00 2.00 8W I, \/\W0�9PMNID /� WPERN OFRWD WPPW kNTl STADAD NNG M S WB( PR WD SPPENTA SNDR UMNC ->0 O O O AWD U07A SNR OAMNG 970 p Phase 1 INTERNAL LOCAL 33/47 Z I I I 8W -41 All o � SHEET 5.3 I \ • � �(� v y � I I I p \ - SH 4.2� � T:, I � & \\\ 31.00 ROW m 3.110 3.00 27 00 © �� PUID 13 50 13.50 PUID sa -�� _ ® � m ® �® ` EASE. _ �27 0.50-+-a EASE. L Aw 6" VERTICAL CURB WITH NO �� PER ACHD SUPPLEMENTAL "✓� z ,�. `s /\ \, n v\ .� - e V U STANDARD DRAWING SD-701A N O A V .'� - � v pvv �`�p�: � �� INTERNAL LOCAL 27/31 a o o w V) z J \ - - 161 Phase 2 w�, 5.00 ACHD 31.00 ROW Y w N 5.00 EASE. `�� _ - -� �,�® �\ e ` PUID 27.00 3.00 -{ U I�i o •��\\`\\ -we A �®��;g® \\ \ \\ \ .\ \�\\ \\ \ EASE 2.00 5.00 0 50 12%0 1 2%0 0 50 �! EASD. 1 M in J LIJ WALK PER ACHD SUPPLE co cd CONCRETE MENTAL ".\\ \\ \\a\/\\\\\\\\\\\\\\/\\/\\ \\\\\/\\\\\\\\\\\�\\ \ \ /\\�N\/\\/��/ w 0' STANDARD DRAWING SD-70e 6° VERTICAL CURB WITH NO GUTTER (TVC) 03 z PER ACHD SUPPLEMENTAL '�• v ��� m vv STANDARD DRAWING SD-701A INTERNAL LOCAL 27/31 WITH SIDEWALK h 6PI BPI 10 20.00 m LLJ PSI ash. �'�dN \ ��� J PORTLAND CEMENT CONCRETE '� vvv A v `'� v V �- m v 100" THICKNESS OF 3/4" MINUS CRUSHED U_ COMPACTED TO 95% MAX DRY DENSITY PER ASTM AGGREGATE BASE COMPACTED TO 95% MAX se '� vv ` v v � ' ` v D1557 DRY DENSITY PER ASTM D1557 h3 NOTES 9 N ase�� �. � vvv g : z / � v � `v •. ♦® m `� vP 1. ALL PORTLAND CEMENT RIGID CONCRETE PAVEMENT, BASE MATERIALS, AND SUB GRADE \\\\ \ \\ •�\� PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ITO REQUIREMENTS FOR —`+�, �.� ��, vvv \ ` �� � �v v � A�� �m \v URBAN CONCRETE AND THE PROJECT GEOTECHNICAL REPORT. PORTLAND CEMENT CONCRETE SHALL BE 4,000 PSI CONCRETE WITH A MODULUS OF RUPTURE GREATER THAN 600 PSI. ase v . � ®t? /' � ��; v q� vvv °�• � \ �- � � � ,� m vv 2. PROVIDE CONCRETE JOINT PATTERN PER ISPWC. O ti��a v` v v ` �� 20' SHARED DWY o rp I ft 8W 8w eW it 8s 8s 8s it as� It E 1 1 -I II 11 A1A 1t JVA ❑ AAA A/ A a N n nIt \1 N ov F - - - - It ii - -if z it m 6PI 6Pi 6PI 6PIi 6PI 6 fil 6PI 6PI 6PI J_ C SHEET NO: 3 .0 �� (� +-� d' Keynotes ' 1. INSTALL 12"x 8" TAPPING SLEEVE AND 8" GATE VALVE FLG x MJ. 2. CONSTRUCT 8 C-900 PVC WATER MAIN LINE. "+ _ O �-� 3. INSTALL 2" WATER MAIN BLOW-OFF VALVE IN ACCORDANCE WITH CITY OF MERIDIAN ^ �" �o O STANDARD DRAWING W12 & W13. '� m 00 CZ 4. INSTALL DOUBLE WATER METER PER CITY OF MERIDIAN STANDARD DRAWING W1 & W3. O y Q� 5. INSTALL SINGLE WATER METER PER CITY OF MERIDIAN STANDARD DRAWING Wt & W2. Q� y 6. INSTALL FIRE HYDRANT ASSEMBLY IN ACCORDANCE WITH CITY OF MERIDIAN STANDARD 'p W DRAWING W8. ' € o ^ 7. INSTALL 8" GATE VALVE AND VALVE BOX PER CITY OF MERIDIAN SD-W11. v NORTH ° 0 8. INSTALL 8" CAP, THRUST BLOCK AND END MARKER FOR FUTURE WATERLINE EXTENSION m TO PHASE 2. W >~ N I' 6 m g 30 0 30 - / L-_ ---_ --__ ---- --- ----- ------ -- H6 9. ALL WATERLINE FITTINGS SHALL BE PROPERLY THRUST BLOCKED IN ACCORDANCE WITH m -- . - _ -- .- _ CITY OF MERIDIAN. -- - - - - - - - - - - m € -SPJ fiP1 5P1�.- P 9 Yd9 6PI 6PI 6PI - 6PI 6 6PI 6P1 6PI 6PI 6P1 BPI 10. INSTALL 4' DIA. SANITARY SEWER MANHOLE PER THE I.S.P.W.C. STANDARDS SD-501. m HORIZONTAL SCALE 1"=30' Lo 00 J I - - - - - - - - - - 11. INSTALL 8" ASTM D 3034 SDR35 PVC. O o0 o O 6 M8y'' MH MS MB M8 MB Ma MB MB - M8 M Me Ms ® 95 25 LF y 12. INSTALL 4" SANITARY SEWER SERVICE ASTM D 3034 SDR35 PVC. u v m 163 LF 21 129 C� M M8 Ms 'F MB M8 Ma .. o € b 7 U -nP 9 B ' 7 13. INSTALL 4" SANITARY SEWER CLEANOUT PER CITY OF MERIDIAN SD-S1. 10 14. INSTALL 35 LF 8" ASTM D 3034 SDR35 PVC NO INSTALL MARKER AT THE END FOR SB S8 SB SHE SB S8 SB S@ @ O 8- -- O S8 SB 58 SB S8 FUTURE WATERLINE EXTENSION TO PHASE 2. (� I L m 1 14 14 MH3 S. Pura Vida Ave. 2 M 5 _ 15. TYPE "P" PAVEMENT REPAIR ACHD SUPPLEMENTAL STANDARDS TO THE I.S.P.W.C. SD 11 - 303, IF DAMAGE IS OVER 50% OF TOTAL ROAD SURFACE THE FULL SURFACE MUST BE 2 5A ASPHALT REPAIR SECTION IS AS FOLLOWS: ( , 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4" J" MINUS AGGREGATE Q� 14 25 6" MINUS PIT RUN o - 16. INSTALL GROUND WATER OBSERVATION WELL (MONITORING WELL) PER ACHD STD DWG l SD-627. SEE DETAIL 3, SHEET 6.1. o � '4 U I - 0 o cos O d zo PLATY VIEW .9 � N cfl , i r { , , . , , I €. i ilI , i s ; , € � � ii Ii , 3 I - , III , , : t . F , Itll I r Q 1' - € iE i PI$ OFI E V ' EW � � � 2712 2712 cn LU 2709 2709 � w c `�I Z I E I E FI ISH SURFACE 1 C� z 2706 j _ 7�mllll 2706 a EXISTING GRO NO I ____.___ j j 2703 2703 ! _-- __- - I ! I � W i ; 2700 -------------- 2700 I i € 8"WAT RLINE I _ 3 ; I 2697 2697 i ( 2694 2694 Lij I j 2691 __- - M _ 2691 o _ V I 119.4 LF 8" ASTM D-3034 { n L1 119.7 LF 8" ASTMI D-3034 MH3 STA.=0+10.00 SDR 35 PVC ® O 41% SDR 35 VC ® .41% RIM ELEV.=2705.93 '144 STA=3+17.11 j 8" INV. IN=2690.78 (S) RI�1 ELEV.2706.46 MH 5 + I o 688 2688 MH B STA.=0+0477 A=4+40.47 _._--- ---- --- --- ---_. _-- -----_----- -_ RI ELEV-2703 39_ -_.---___ - -_-__-- _ " INVERT OUT=26 .68 (N) - --._.. - ... - --- - --8 .INV,_IN 2691.25- S)------ ---- -- TA-ELEU.=27QZ 05. .--- 1 I- -- 2 3 8" INV. IN=2689.93 O -- - -- -- - " INVERT OU= E� I 8 f INVERT OUT-269 .27 (N) 8 INV. 8" INVERT OUT=2689.$3 (E} i 8' INVERT OUT=269 .25 (E} 8" INVERT OUT=2691.75 (N) j o a o }Z O �_ c { I i e M mZ DU j j I ____ I € I I ,;;"° € 1 1 H� 30 0 30 I SHEET NO: _ ( j HORIZON1AL SCALE: 1"=30' 0+00 1 +00 2+00 3+00 4+00 5+00 4.0 Keynotes V tiN 1. INSTALL 12"x 8" TAPPING SLEEVE AND 8" GATE VALVE FLG x MJ. �.1 See Sheet 4.4 2. CONSTRUCT 8" C-900 PVC WATER MAIN LINE. ~i G to o \ 3. INSTALL 2" WATER MAIN BLOW-OffVALVE IN ACCORDANCE WITH CITY OF MERIDIAN i ti 44' � / � � �y\\` STANDARD DRAWING W12 & W13. NORTH _ Q/ °' i i •� T-I 00 30 0 30 i \ i \ 4. INSTALL DOUBLE WATER METER PER CITY OF MERIDIAN STANDARD DRAWING Wi & W3. N �a 5. INSTALL SINGLE WATER METER PER CITY OF MERIDIAN STANDARD DRAWING Wt & W2. HORIZONTAL SCALE: 1"=30' / > . \ p �L� o •4 y' O Zs4 i is \� 0 6. INSTALL FIRE HYDRANT ASSEMBLY IN ACCORDANCE WITH CITY OF MERIDIAN STANDARD . �...{ O ae� +' / A( DRAWING W8. h(1 U 'Tq 'fie 3 a2jw9 \` i f� 7. INSTALL 8" GATE VALVE AND VALVE BOX PER CITY OF MERIDIAN SD-Wt 1. wJ a�i N �� �� . / ���, i /.B'/ � �b fib• � / � /' -' 1 � � 8. INSTALL 8" CAP, THRUST BLOCK AND END MARKER FOR FUTURE WATERLINE EXTENSION b G - ' T i 6 TO PHASE 2. W 0000 � � i �i`a"?a�» � i` 9. ALL WATERLINE FITTINGS SHALL BE PROPERLY THRUST BLOCKED IN ACCORDANCE WITH / i b SG E•i , Po rynE \ % / 7%/ N CITY OF MERIDIAN. 10. INSTALL 4' DIA. SANITARY SEWER MANHOLE PER THE I.S.P.W.C. STANDARDS SD-501. aw - / i \ Ito+• m 'Rla lsj 4g \ Ln (� 11. INSTALL 8" ASTM D 3034 SDR35 PVC. ;/_ - � � e \ i 10 $ �� 12. INSTALL 4" SANITARY SEWER SERVICE ASTM D 3034 SDR35 PVC. ^ /� � MH13 1"•�•1 � 13. INSTALL 4" SANITARY SEWER CLEANOUT PER CITY OF MERIDIAN SD-S1. 140-�_lloll �o� 14 14. INSTALL 35 LF 8" ASTM D 3034 SDR35 PVC ND INSTALL MARKER AT THE END FOR � FUTURE WATERLINE EXTENSION TO PHASE 2. 15. TYPE "P" PAVEMENT REPAIR ACHD SUPPLEMENTAL STANDARDS TO THE I.S.P.W.C. SO 2>� � / sr,4+•sue 303, IF DAMAGE IS OVER 50% OF TOTAL ROAD SURFACE THE FULL SURFACE MUST BE 2 9 TYY\MB u+• r /x MH7 My� •� �`a' §\ TYP./ 5" SPHALAD REPAIR SECTION IS AS FOLLOWS: 10 j6s TGATE as���6s lMHS / ' Me\ aT 'i \ O \ %/ / ® / 25 6" MINUS MINUS GPIT ERUN 6s \�yy t a 5 N V ��..- a / \` 16. INSTALL GROUND WATER OBSERVATION WELL MONITORING WELL PER ACHD STD DWG 3m 9� MH6 Fop e 8 \ a y�q u+'t \ i % MH12 SD-627. SEE DETNL 3, SHEET 6.1. ( )3 H 5 II O �spr �� @s '3!F \ --_-_-_ . / a5 ' y II T m �� _J / s6 a SEM10E-T 5 .0 i t 3 TYP. m \ SlA110N=6+03'. \ 11� O eg <F Mg II =z7a4.ao I i. III \e°,` \ �1 po IQ� I I YY 14 TYP. 3 / I III sAr � ,kA �/ - - - - - - 1 �Wq9' es �- CjO MH11 i --- s �L - ' M9 1 I 27 LF aw� y O / .7 6o LF 4'SEMM-T1PE V 1 I Q4 10 TIP: 6S--6s VERTT 7"G #� O INVERT=2764.0o 1 1 I - 85 Q i I 97 LF 4 SEIME-IYPE'C ui too LF 4 SERVICE-TAPE'C' I II I SfAl1oN=6+26' I :_._3;. OSTATION=B+t3' III INVERT=27o4.00 - I rds '- _ 3 INrFHf=z7o4m Z � 1 I. 1 I I II 1 I 4 1 1 123 LF 4'SOME -TYPE'C' ds� / _ r 1 I STATION-6+23' / / F- N 123 LF 4 SEMICE-1YPE�. i I lO INVERf�2704.00 / s Ids 1d9 '� N STATION=8+18 IM'ERT=27o4.6o Of � V V7 wNQ1 Y� PLAN VIEW (�y�/, � o !�1 uj 04 PiOFILE VIEW ; apw , 7 1 FINISH '^, ^ w n 3 ' GRADE 1 "' i 2709 ( 2709 Rj = w � za { 1 w Gt z 270E I EXISTING € 2706 GROUND �! - - -- -- 1 ------- - - --- - ----- --------- -------- ---- --- - } 2703 € E 2703 w 1 PROPOSED J WATER LIN ! o I � I I PROPOSED E 2700 2700 - --- - - - - -- - . -- -- .-.-__-----_ - - - W TER LINE _ -- - € -- ----- --- --- I - -- - ----. ---- --- -- ---.-...__. m--- --- 1 2697 _ " I ' 94.8 LF 8" M D-3034 i 2697 SDR 35 VC 0 0.42% I i i 2694 - 2694 i - 1 MH13 STA.=10 13.17 i I € � 00.9 LF 8" ASTM I j SDR 35 PVC 0 0.42% RIM ELEV.=270 .73 _ 8" INV. IN=269 .91 SE SDR 5 PVC 0 0.42% RIM MRIM 5 TEV 2709.29 INVERT OU 94.81)(SW) w 2691 I 56.5 LF 8" ASTM D-3 348" 2691 �- 0 8_" INV. IN`=2694.19 E T 26 ' - - - - - H8 STA=5+87.81! 1 - -- -- 8" INVERT OUT;2694.09 (W) 8" ASTM D- 034 MH10 STA=7+ .44 y 119.4 LF 8" AS M D-3034 54.E LF 8" ASTM D-3034 RIM ELEV=2706.3$ H9 STA=7+09.27 i MH12 STA.=9+52.67 h SDR 35 PVC 0 0.41% 1 SDR 35 PV ® 0.44% IM ELEI-2708.14i RIM ELEV.=27 .20 ! "n SDR 35 PVC 00.41% b" INV. IN=2692.7 (SE) " INV. IN=2693.E (E) RIM ELEV.=2708. 2 ( _ MH7 STA. 5+45.63 38.ALf WINSWIT-2 M3 (NW) 8" INV. IN=2693.29 (SE)1 1 8" INV. IN=269457 (NE) MI{6 STA=4+99.04 RIM STV. 2706.63 SDR 35 PVC 0.33% 8" INV. IN=2693.29 (NE) 8" INVERT OUT=2693.57 (NW) J 2688 4 M 5 STA=4+40.47 RIM ELEV.=2706.82 ;, 8" INV. IN=269 .50 (SE) 8" INVERT UT=2693.19 (NW) j 8 INVERT OUT= 4 o N 694 7 W ( ) - .-. -.. 2688 - .. -- - ---- --- - ---- -- --- --- -- _..__. ... -- --- - ---- - - - ---- --------------------- ----------- 8" - - -- - -- IM ELEV 2a0R7 0 8 iNV 1N 269221 INV€RT OUT 26 .40-(W} t - --- -- -- ---- ---- - ----- - - +- - -- - - - }---- - 3 I . IN=2691.85 (E) 8" INVERT (TUT=2692.07 8" INVERT OUT=2691.75 (N)� w o o 2685 I € 2685 ^ m Y a c� O N J N I Z ii 30 0 30 a ! SHEET NO: 1 HORIZONTAL SCALE: 1"=30' 2682 1 i i 4. 1 i 2682 4+00 5+00 6+00 7+00 8+00 9+00 1 0+00 Keynotes U Keynotes See Sheet 4.O 1. INSTALL 12"x 8" TAPPING SLEEVE AND 8" GATE VALVE FLG x MJ. r �2. CONSTRUCT 8° C-900 PVC WATER MAIN LINE. � p NORTH l d9 d9 d9 d9 d9 d9 d8 d9 d9 d9 ag dtl ma as m - - -- - - 3. INSTALL 2° WATER MAIN BLOW-OFF VALVE IN ACCORDANCE WITH CITY OF MERIDIAN �1 00 s i I air - T� m STANDARD DRAWING W12 & W13. -6 30 0 30 I na F a sEawc�- PE C \\\ �A�=a+� 4. INSTALL DOUBLE WATER METER PER CITY OF MERIDIAN STANDARD DRAWING Wt & W3. Q� � HORIZONTAL SCALE: 1"=30' f / S { 1101F a.saw-TYPE i 114!F a•STMCE-TYPE c i \ � � o c srATxxkz+3o \ a 5. INSTALL SINGLE WATER METER PER CITY OF MERIDIAN STANDARD DRAWING WI & W2. INVEW-2703.00 O O 9 STATION=2+2V €N� -2703.00 11 I � • r� ttrmn=z703m I. �I I I � 6. INSTALL FIRE HYDRANT ASSEMBLY IN ACCORDANCE WITH CITY OF MERIDIAN STANDARD ± W S 4 TYP. TYP. 4 DRAWING W8. rl I : 7. INSTALL 8" GATE VALVE AND VALVE BOX PER CITY OF MERIDIAN SD-W11. ?�I_r- - - - - - I I 1 r F a'sENxE-TYPE ro O ee F a'sExwcE-TYPE c ST F a +3W -T PE C y 8. INSTALL 8" CAP, THRUST BLOCK AND END MARKER FOR FUTURE WATERLINE EXTENSION W r STAIINI=O+W' STATION-2+20' STATION=2+35' 9 00 O KM=2703.00 O ® NMU=2703.00 INVM-270a00 12 I I .y TO PHASE 2. W (z m q i 9. ALL WATERLINE FITTINGS SHALL BE PROPERLY THRUST BLOCKED IN ACCORDANCE WITH f m ea Ira MICE- reE'c' - CITY OF MERIDIAN. - - - - - 3 STATION=2+15' ea LF a saw-TTVE•c• ' I�=�_0 i e6 IF a SEMCE-TYPE V � 10. INSTALL 4' DIA SANITARY SEWER MANHOLE PER THE I.S.P.W.C. STANDARDS SD-501. � v I IIN FTN�00 O S A7 ON=2+a0 0 O i NVFRr=ro3o0 13 i 11. INSTALL 8" ASTM D 3034 SDR35 PVC. m V OL O 5 r-1 ___________________ --__--_-_ - 12. INSTALL 4' SANITARY SEWER SERVICE ASTM D 3034 SDR35 PVC. -- 4' ! 5 TYp 12 13. INSTALL 4" SANITARY SEWER CLEANOUT PER CITY OF MERIDIAN SD-S1. 3 - - - - - - - - - - - - - - 14. INSTALL 35 LF 8' ASTM D 3034 SDR35 PVC ND INSTALL MARKER AT THE END FOR 7 FUTURE WATERLINE EXTENSION TO PHASE 2. s:. aw a aw -aw aw aw aw aw 12 TYP 230 LF 0.76% 11 TYP. 12 -•- a 15. TYPE "P" PAVEMENT REPAIR ACHD SUPPLEMENTAL STANDARDS TO THE I.S.P.W.C. SD 0._- 78% 0.407 5 303, IF DAMAGE IS OVER 50% OF TOTAL ROAD SURFACE THE FULL SURFACE MUST BE a _ / PAVED. ROAD REPAIR SECTION IS AS FOLLOWS: p p - - 1+00 - - 2+00 +5'1 s 5" PHALT es I p -�Yt�p�- p �\ _ a t ' i 4' MINUS AGGREGATE o �°/ E. La Fortuna Street MH 3A 10 � i \ 25 6" MINUS PIT RUN 16. INSTALL GROUND WATER OBSERVATION WELL (MONITORING WELL) PER ACHD STD DWG ' IS SD-627. SEE DETAIL 3, SHEET 6.1. See Sheet 4.0 See Sheet 4.4 d, O •^' uj of � zo PLAN VIEW � N � I PI OFI E VIEW ! E o �' c+l � & � N pt p a I I I Q o � o 2712 2712 O W w � 1 _ a + - cy I 1jj 2709 ! i ! 2709 '� W = U f T� FINISH SURFACE 2706 I I ` 2706 AWE ISTING GROUND ED 2703 2703 _-__--_ ____ _ .-. w 2700 2700 8' ATER j 2697 i ? 2697 ' { I 232.5 LF 8" ASTi D-3034 j € SDR 35 PVp 0 3.05% ! MH A STA.=2+46.51 RI ELEV=2707.59 ` - 8" INV.;IN=2697.88 (W) 2694 i E 2694 I I (n Q 2691 € M : ' € � I 2697 I I i I j i QQ 3 U I I I I € O 2689 I I I N 2689 i j I I E € f I I E z-- MH3 STA=0+10.0 ! j 't ! �` E' ; j i v RIM ELEV.-2705.9 8" INV. IN=2690.7 (S) j ? E � j z a 18" INVERT OUT=2 0.68 (N) 18" INVERT OUT=2 90.78 (E) { I n a z I �T mz oo c� U' O� Q� 30 0 30 N c o¢ a o i SHEET N0: j I HORIZO L SCALE: 1"=30' 4'2 0+00 1 +00 2+00 3+00 Keynotes V Keynotes M-•-1 1p cn r., 1. INSTALL 12"x 8" TAPPING SLEEVE AND 8" GATE VALVE FLG x MJ. P LO NORTH / 2. CONSTRUCT 8" C-900 PVC WATER MAIN LINE. a) cL 30 0 30 LL 3. INSTALL 2" WATER MAIN BLOW-OFF VALVE iN ACCORDANCE WITH CITY OF MERIDIAN d\ r a p STANDARD DRAWING W12 & W13. - HORIZONTAL SCALE: 1"=30' v g \ m r 4PI 4PI 4PI . 4PI P, 4, INSTALL DOUBLE WATER METER PER CITY OF MERIDIAN STANDARD DRAWING W1 & W3. <c . : \ W O $ \ '; - - - �- - - - - - ! - - - - E O O O 5. INSTALL SINGLE WATER METER PER CITY OF MERIDIAN STANDARD DRAWING W7 & W2 • ri i m \ i __ __ ___ ____ __ o 6. INSTALL FIRE HYDRANT ASSEMBLY IN ACCORDANCE WITH CITY OF MERIDIAN STANDARD --- I I I i � DRAWING W8 N N 7. INSTALL 8" GATE VALVE AND VALVE BOX PER CITY OF MERIDIAN SD-W1 L �A 8. INSTALL 8" CAP, THRUST BLOCK AND END MARKER FOR FUTURE WATERLINE EXTENSION 25.5 LF 4'!SOME-TYPE B M P1 aPI 4PI 4PI TO PHASE 2. m 18 17 STAB=ti+so j Ic I. 16 I 15 14 13 IWERr=rroi.00 I °' W - -- - ----- 9. HALL BE PROPERLY THRUST BLOCK ACCORD WITH----- ALL WATERLINE FITTINGS S BLOCKED IN ACCORDANCE 12� � CITY OF MERIDIAN. 11 10. INSTALL 4' DIA. SANITARY SEWER MANHOLE PER THE LS.P.W:C. STANDARDS SD-501. M. O� p G m T U v v ;�• 6 '• ' 11. INSTALL 8" ASTM D 3034 SDR35 PVC. 4 N 12. INSTALL 4" SANITARY SEWER SERVICE ASTM D 3034 SDR35 PVC. 1 > 13. INSTALL 4" SANITARY SEWER CLFANOUT PER CITY OF MERIDIAN SD-Sl. \\ ° g � g a g � g � 8� a Sim 8;°i - - �m 14. INSTALL 35 LF 8" ASTM D 3034 SDR35 PVC NO INSTALL MARKER AT THE END FOR i 1 T D > yl I + + I O � � , ---- I - I- -- --- I { oo ) i �� FUTURE WATERLINE EXTENSION TO PHASE 2. 7 S g g a 15. TYPE "P" PAVEMENT REPAIR ACHD SUPPLEMENTAL STANDARDS TO THE I.S.P.W.C. SD 303, IF DAMAGE IS OVER 507 OF TOTAL ROAD SURFACE THE FULL SURFACE MUST BE S. 6 LFAW W W aW aW a \\\ \ r 1J. Limon Street -- --- --- - -- PAVED. ROADAGGREIGATECTION IS AS FOLLOWS. \ - -- _ as as es a es as as as _ _ _... _ 4 MINUS \ M 11 22 5 2 25 6" MINUS PIT RUN 16. INSTALL GROUND WATER OBSERVATION WELL (MONITORING WELL) PER ACHD STD DWG n u g n = x y y SD-627. SEE DETAIL 3, SHEET 6.1. �rio�n -----__----1 I I \ � 3 �� \ \ No i No A IIp N.11'P pN 11•� it \\\\ \ \ I 8 I _ \\\ \\\ Inn i ' i ' 30 LF 4 SERNCE-TYPE le I >rn �[" "yio: I g4' 1 x ,. 1. "3& \ \ O RVERf zTae.a I CL H 4 i " &�N o� a p a a a a m 3 ` �------- m ----- - - - -� - - c n PLAN VIEW 1 > € T , r : : : t € E :. E : , f 3 r i E . : : 1 r , N V d PROFI E VIEW E I o � � I I 1 1••�H i-1 N N Z (t Q La_ 2712 j 2712 O Y nrY j € FINISH SURFAC€ J W o 0 II 2709 I j ( j 2709 ? w - j o � I € PI > W 1 2706 i 2706 a 2703 I , 1 � � EXISTING I E ( i 2703Lij � - PRO OSED 8 -- Q WAT R LINE ( Q 2700 ; ki i 2700 � : - ' I � € i 1 -F I { I I : 2697 € 2697 MH 9A STA: +91.37 i 177.4 LF 8" ASTM D-3034 RIM ELEV.= 709.82 € j I SDR 35 PVC ® 3.07% 8" NVERT OUT=2698. 3 (SW) { ! - 2694 _ j F I 2694 i4 _ C W 2691 ! i 2691 o ------ _. _.._ ----- _�_ - { -�_ - j RIM ELEV 2708.14 -' - _ - I 8" INV. 1N=2693.29 (SE) 8" INV. INd2693.29 (NE) ! f 8" INVERT bUT=2693.19 (NW) I i 2688 i o 2688 a ..i.. O � C j 3 i Z YZ w e z 0 2685 2685 m Y w o w > Z Y W Z 30 1 0 30 i SHEET N0: HORIZON' L SCALE: 1"=30' - I 2682 4.3 2682 0+00 1 +00 2+00 3+00 4+00 \ 16 Keynotes U Nw �'� \ Keynotes M-I IS Rr Tpr 1. INSTALL 12"x 8" TAPPING SLEEVE AND 8" GATE VALVE FLG x MJ. s\ P- Lo cn NORTH - \\ / % 2. CONSTRUCT $' C-900 PVC WATER MAIN LINE. c� -- 30 0 30 � \ � / `� O "� e• a 3. INSTALL 2" WATER MAIN BLOW-OFF VALVE IN ACCORDANCE WITH CITY OF MERIDIAN � �.•a STANDARD DRAWING W12 & W13. Q) \ 4�6• '/ / 4. INSTALL DOUBLE WATER METER PER CITY OF MERIDIAN STANDARD DRAWING Wt & W3. rl HORIZONTAL SCALE: 1"=30 , �I U) O 5. INSTALL SINGLE WATER METER PER CITY OF MERIDIAN STANDARD DRAWING W1 & W2. PQ q \ \ �i / •ems A. � � _ /� \dt \ ate_ \\ \ \ a?�ol,�`Qg�• i '%� •�' 6. INSTALL FIRE HYDRANT ASSEMBLY IN ACCORDANCE WITH CITY OF MERIDIAN STANDARD DRAWING W8. 0 P- 9 7. INSTALL 8" GATE VALVE AND VALVE BOX PER CITY OF MERIDIAN SD W1L IrT,1 •�'� See Sheet -1 •O /�' d°� v v� �qk � �d9 8. INSTALL 8" CAP, THRUST BLOCK AND END MARKER FOR FUTURE WATERLINE EXTENSION W a5 m va"�� 1$ TO PHASE Z. - OA 10 9. ALL WATERLINE FITTINGS SHALL BE PROPERLY THRUST BLOCKED IN ACCORDANCE WITH + O \ \ \\ CITY OF MERIDIAN. v optir vv v 13 � tq A 19 i f� 10. INSTALL 4' DIA. SANITARY SEWER MANHOLE PER THE I.S.P.W.C. STANDARDS SD-501. O Q5 12 11. INSTALL 8" ASTM D 3034 SDR35 PVC. U © ® 12. INSTALL 4" SANITARY SEWER SERVICE ASTM D 3034 SDR35 PVC. y > v vv �\ 4 '�� \bs s \ O (D 13. INSTALL 4" SANITARY SEWER CLEANOUT PER CITY OF MERIDIAN SD-Si. a5 \ ' 14. INSTALL 35 LF 8" ASTM D 3034 SDR35 PVC NO INSTALL MARKER AT THE END FOR (teo' FUTURE WATERLINE EXTENSION TO PHASE 2. \ O �y vv vy v vv 12 v o+ S' �� ti9 �s , ' c a2 o• 15. TYPE "P° PAVEMENT REPAIR ACHD SUPPLEMENTAL STANDARDS TO THE LS.P.W.C. SD \ \ `\ $ _1 8w �5T sg ;' 1 % ' '4��" ' d9 303, IF DAMAGE IS OVER 50% OF TOTAL ROAD SURFACE THE FULL SURFACE MUST BE TYP• ` \ eo \ PAVED. ROAD REPAIR SECTION IS AS FOLLOWS: HNT54° PMIAUS AGGREGATE�9 25 6 MINUS I RUN , 0.% \ g+� S • -\ sW e \ , ,/ 16. INSTALL GROUND WATER OBSERVATION WELL (MONITORING WELL) PER ACHD STD DWG 11 v $ ;,k-' s 2§0 F s `' ��• sk v ' 25 �' ti�u�" SD-627. SEE DETAIL 3, SHEET 6.1. 5 \ ��'�'9in '\\ �i \\ ` O " o- ' \\ ae �S 'l\9 \\ ?lcysi`'�v['• 'i\ a \ \ `//� \ I BW i b i� , s. m v AV ,. o-Q ` BS Y 9k- A / ///\ fir. d (�1 �+- 0 Co \ ® es as 300 TYP. l 11 A o ffi \V A 1 \V .a r / 1 2 v \ v `v y� v Li ( 1 1a C�3 rs.t Z O CD cd o See Sheet 4. 1 = o MA ,� ^ dO O r ^ W See Sheet4.0 PLA `I vlEw � " = w illpili 4 � ! E ! r owZ 7:1 � _ { , i ! t E E( I � k Z Pxoi� ILE VIE 4 I FINISH SURFA E ctl z 2709 ! ( 2709 a i PROPOSED 3 € I I ;1 ! 8" WATER 2706 _ k PROPOSED i I i \ --- _ _ .. - - - - ----- 1 - -- _... -- - - - -- - .. __ LLJ - -- - - - -- - - 2706 ( I ___----'-'----- -_, I ' 4 I ___ ---F- S ! 4 E 2703 i _ _._ -- +-. __ _ L m ___ ____ ,___ _ _ __ -- _-- _ --_ _ _ __ ________-.I _-_ i 2703 E _ _ _. ... .._. .. .. .-. __.. -_..._-_ ..__.__ .. ._...._ .. .. ..-. .. _ _._..._-... _. .. .. ... - __ � EXISTING/ ---. i - I --�-- � � __E - - - � _ GROUND a I 39.9 LF 8 ASTM i034 I 1 j i SDR35 C00. 0 2700 ' I 2700 220.4 LF 8" AS)M D-3034 MH 4D STA.=5+6 .24 2697 € M 4A STA 2+662 MH 4C A.=3+40.87 i SDR 35 PVC ®;0.61% RIM ELEV.=2709.3 2697 8" 1 . IN=2698.98 (W ! 8" INV. =2699.46 (SW) - - - 253.8 LF 8" ASTM D-3034 MH 48 STA.=2+9 .96 SDR 35 PVC 3.05% g" 1NVER OUT=2699.08 (E g^ INV. 1=2699.56 (SE) 3 f I RIM ELEV.=2708. 9 26.7 LF 8" ASTM.D-3034 E 8° INV. IN=2699. 9 (W) ( ! 3 cj SDR 35 PVC 0.41% 8" INVERT OUT= 99.30 (NE) 3 ( O w 2694 2694 j I --- -- - --- _ : ---- -- [ I 3 J f I i i I 6 O U 2691 j I � � i i v, 2691 I -- -- - - --- - `------ --- -- -- ..._._ '-----_ - --- - -------- -- --- --' -- -- - -------- -- - - ------ - -- -„---- - ----- -- -- -- - -- - - -- i MH4 STA.�3+17.11 - RIM ELEV.=2706.46 8" INV. 1l,�T=2691.25 (S) t ¢ a z 2688 8" INVER = OUT=2691.27(N - 2688 W"11 } 1 se Y w` 2 I 8" INVERT? OUT=2691.25 (E)` ? 4 g 3 Y 0 3 30 0 30 �^! � I E i SHEET NO: 3 i 2685 � HORIZON L SCALE: 1°=30' � , , , , i , � ( , , . , E i � E :, 1 ` � , ' I ! � � lE ! 2685 4.4 0+00 1 +00 2+00 3+00 4+00 5+00 7+00 j Keynotes V 1. CONSTRUCT CURB OPENING INLET IN ACCORDANCE WITH ACHD SUPPLEMENTAL STANDARD DRAWING SD-716. 2. CONSTRUCT CONCRETE DRIVEWAY APPROACH WITH RAMPED SIDEWALK TYPE III CURB CUT SEE DETAIL DRAWING SHEET. as N RTH N N M 3. CONSTRUCT 3" ROLLED CURB AND GUTTER IN ACCORDANCE ACHD SUPPLEMENTAL .� 30 0 30 STANDARD DRAWING SD-702. SEE DETAIL 2, SHEET 6. A 1 4. 6" VERTICAL CURB WITH NO GUTTER (TVC) PER ACHD SUPPLEMENTAL STANDARD -4--) DRAWING SD-701A. HORIZONTAL SCALE: 1"=30' rT O 5. CONSTRUCT 7'-0" WIDE CONCRETE SIDEWALK IN ACCORDANCE WITH ACHD . �..� SUPPLEMENTAL STANDARD DRAWING SD-709 JW�nJ (� V� 6. CONSTRUCT 5'-0" WIDE CONCRETE SIDEWALK IN ACCORDANCE WITH ACHD d P4 C� Y1 SUPPLEMENTAL STANDARD DRAWING SD-709. S. RiY1 con Drive 7. CONSTRUCT PEDESTRIAN RAMP IN ACCORDANCE WITH ACHD SUPPLEMENTAL STANDARD " DRAWING SD-712-H-4. SEE DETAIL 3, SHEET 6. See Sheet 5 W m . 1bC V1 ^ 8. CONSTRUCT VALLEY GUTTER IN ACCORDANCE WITH ACHD SUPPLEMENTAL STANDARDw m fT VTRCTRCI DRAWING SD-708. SEE DETAIL 6, SHEET 6. m 7 6 - - - - LOGf 9. CONSTRUCT 5'-0" CURB TERMINUS IN ACCORDANCE WITH LS.P.W.C. STANDARD DRAWING m - - MATCH ----- ---J --- m - R30.09 _ --- SD-707. � 8 \ EXISTING --- <oi-- .ba!_ -52l 15PL- ,39 `Id9 6PI fiPl 6PI 6PI 6 6PI 6PI 6PI 6PI6PI Q o I 10. INSTALL GROUND WATER OBSERVATION WELL (MONITORING WELL) PER ACHD STD DWGUC) I 5.41 TRC 8 RC i 8 ti 6.40 SD-627. SEE DETAIL 3, SHEET 6.L6.19 LOG m 26.29 LOG LIZ .99 +0G-- - - - - - - - - -- - - 11. INSTALL TYPE III TERMINUS BARRICADE STATING 'THIS ROAD WILL BE EXTENDED IN THE - M Ma M8 M9 `- MB - MB-^ M9 ..581-TRC5.75 G ® Ma se 6 5.40 LOG 5.60 LOG 5.88 TVG � ad 6.00 LOG .61 TRC 12. STALL TYPE II TERMINUS BARRICADE W/KICK PLATE AT BASE FOR CANE DETECTION, N 1�+00 2 100 ^o 3+00 00 6.40 LOG 6 56 )=OG 4+00 INSTALL PER MUTCD PROVISIONS SECTION 6D.02 AND ACHD SUPPLEMENTAL DRAWING N - I 4.80 FG - - - - - �M - - o - - SD-1132-A. sa se sa sa se sa sa s o _. sa sa o- se s. se se se se se sa s m I 5.30 F 5.61 TRC 51 TRC 6.01 TRC u 6.21 TRC 6.40 TRC 6.61 TRC 13. CONSTRUCT 4' WIDE ASPHALT RAMP TO TRANSITION SIDEWALK TO EXISTING EDGE OF $ 5.40 LOG °'4s 5.60 LOG 5.80 LOG OG o 04R 6.40 LOG 6.56 OG PAVEMENT. 53 TRC 5.46 TRC , _ 14. RETAIN AND PROTECT EXISTING WATER VALVES AND APPURTENANCES. / I 532 LOG 5.25 LOG 15. RETAIN AND PROTECT EXISTING UTILITIES - - - - - - - - - - - - S. Pura Vida Ave. - - - - - - - - - - - - - - - - 16. CONSTRUCT 14-FOOT WIDE CONCRETE DRIVEWAY APPROACH IN ACCORDANCE WITH 4.48 FG 3 I.S.P.W.C. ACHD SUPPLEMENTAL STANDARD DRAWING SD-710-8. (SIDEWALK IN THIS SECTION MUST BE 6" THICK.) 17. CONSTRUCT 14-FOOT WIDE ASPHALT MAINTENANCE ACCESS (2-1/2" OF ASPHALT OVER � 8' OF 6-INCH MINUS PITRUN). e� & 18. CONSTRUCT DRAINAGE SWALE NO.3 SEE DETAIL SHEET 6. � LL U 19. CONSTRUCT DRAINAGE SWALE NO.3A SEE DETAIL SHEET 6. 20. CONSTRUCT DRAINAGE SWALE NO.4 SEE DETAIL SHEET 6. �s 5 21. CONSTRUCT DRAINAGE SWALE NO.2 SEE DETAIL SHEET 6 1�5 22. MATCH TOP VERTICAL CURB ELEVATION WITH TOP BACK ROLLED CURB CUT. 23. CONSTRUCT EXTRUDED CURB SEE DETAIL SHEET 6 24. CONSTRUCT SHALLOW INLET WITH SIDEWALK ATTACHED SEE ACHD SD-715A w zo PLAN VIEW N i 3 > . ( j . , PROFI E VIEW � 1 � p a C� ¢ W o 'CS i x I I .'r O S I � N 2712 Ste" ,n I 2712 1 W I r'� K �- O _ E - _ --- _______� by_._. __..._..__ .L__-_ _.--..-._-_._r _.._._--. .__ .._._. .. __ - - __ _ __ r- T _ _ _ __ __ _- ,� Y W N un € IN N > W :� € rY r m } Y m - r'�' I i "NO 2709 Mo w o s rn °� i ! i f N i 2709 t� ar ! - [ '' 1 I ?- � O ¢ OR m � mod- a� + j 3 € w � vla + m o a o EXISTING GROUND 0I 004 n N FINISH GROUND ' I aj z Cl u� (n 2706 m + FN6H SU�ME °- u 2706 a d 77 to 0.6% _ e I I l 1 I zle* > 2703 _ _ i 2703 ___._._. ----_ .__ ._._- --- -_- .. - -- --- -- _... --- ---- - - - --- - W 2700 E I j 2700 ,._..___ -____.-- -_- ._ -___---. _.._-. . _. .. .. ------ _----- __---- -- -- -_--- - 2697 2697 I , I 7 I R i i 2694 ' ( I I I � s 1 2694 Ld ( I ! Ld I 2691 2691 r~ii o I Ld i i I € - 2688 i 2688 [ o ( � o ct co z� 2685 j I h 2685 m Y o N z N I ( t ! I I € QP t;j� QY W� OC�'J QC�J ' 7 ( 30 0 30o I j SHEET NO: i I HORIZONI L SCALE: 1'=30'1 2682 i t 2682 0+00 1 +00 2+00 3+00 4+00 . Keynotes V 0.20 FG 1. CONSTRUCT CURB OPENING INLET IN ACCORDANCE WITH ACHD SUPPLEMENTALcu 9.75 STANDARD DRAWING SD-716. s 7 2. CONSTRUCT CONCRETE DRIVEWAY APPROACH WITH RAMPED SIDEWALK TYPE III CURB n CUT SEE DETAIL DRAWING SHEET. o NORTH �V �� \ �i �h t�.� b �� 1 �° 3. CONSTRUCT 3" ROLLED CURB AND GUTTER IN ACCORDANCE ACHD SUPPLEMENTAL 00 "-1 i i y' 0 STANDARD DRAWING SD-702. SEE DETAIL 2, SHEET 6. O 30 0 30 � � � � �� � pe a i� � � i i `,ja 50"r� +'' v � �`� ,°• '' �' / \ � � 4. 6" VERTICAL CURB WITH NO GUTTER (Ti PER ACHD SUPPLEMENTAL STANDARD ��-1 � DRAWING SD-701A. o 10.09/ HORIZONTAL SCALE: 1"=30' . . -1 . \ i b i i % 5. CONSTRUCT 7'-0" WIDE CONCRETE SIDEWALK IN ACCORDANCE WITH ACHD A 10 09 NC V `9 3 Q� m� /s`. 8 215z J �Y 334 SUPPLEMENTAL STANDARD DRAWING SD-709 En Cd a� �.� 6. CONSTRUCT 5'-0" WIDE CONCRETE SIDEWALK IN ACCORDANCE WITH ACHD �.� $ a SUPPLEMENTAL STANDARD DRAWING SD-709. �T� p• 9.52 FG hr"1 � A i "� 0 as- 7. CONSTRUCT PEDESTRIAN RAMP IN ACCORDANCE WITH ACHD SUPPLEMENTAL STANDARD W o�0 10 DRAWING SD-712-H-4. SEE DETAIL 3 SHEET 6. bA m 9.09 ,v o 8. CONSTRUCT VALLEY GUTTER IN ACCORDANCE WITH ACHD SUPPLEMENTAL STANDARD + \\ 18 �+ 9. IVC / 3 o DRAWING SD-708. SEE DETAIL 6, SHEET 6. ; cn V rp0 qj v� V 1 m tf) 7.67 7�FTR�Cy�, Me L tib O N rT 9. CONSTRUCT 5'-0" CURB TERMINUS IN ACCORDANCE WITH I.S.P.W.C. STANDARD DRAWING p �O uoA� 7G G 7.53 W 6.43 LOG 8 L41 - -7.30 FG 8.65 JC i 4. , oa 7 !�_1 SD-707. U tom[) �/ 20 LQG SS Q 10. INSTALL GROUND WATER OBSERVATION WELL (MONITORING WELL) PER ACHD STD DWG 54 fi 8�C i v o SD-627. SEE DETAIL 3, SHEET 6.L sTRC��� � '�6.60 FG �, � \ ��. Q , � �� • � i 6.8 /g 6.43 LOG 6. 1 a 10 11. INSTALL TYPE III TERMINUS BARRICADE STATING 'THIS ROAD WILL BE EXTENDED IN THE .400 2 TRC / 3 J FUTURE", AS PER ACHD SUPPLEMENTAL DRAWING SD-1132-B. A..> t..' 8.6,3 TVC ; / o / 12. INSTALL TYPE II TERMINUS BARRICADE W/KICK PLATE AT BASE FOR CANE DETECTION, tR 9 `1 / 0.25 FG '. �� AS PER MUTCD PROVISIONS SECTION 6D.02 AND ACHD SUPPLEMENTAL DRAWING Q� re 6• L 2S m ti 2705 SD-1132-A. y6 6S8 \ BOG � � 8.31 FG O � / � e " p G 2706 TR i .�X � • '� 13. CONSTRUCT 4' WIDE ASPHALT RAMP TO TRANSITION SIDEWALK TO EXISTING EDGE OF u G T� 2 ti i�� PAVEMENT. 7.30 FG 7.75 FG t z 81 RCC� \ �10.25 FG , ti - 1� Q �t t 30 FG \ CCG 14. RETAIN AND PROTECT EXISTING WATER VALVES AND APPURTENANCES. R 46 15. RETAIN AND PROTECT EXISTING UTILITIES. 93t 7 \� l 16. CONSTRUCT 14-FOOT WIDE CONCRETE DRIVEWAY APPROACH IN ACCORDANCE WITH p .4) I.S.P.W.C. ACHD SUPPLEMENTAL STANDARD DRAWING SD-710-B. (SIDEWALK IN THIS �5� �/Z 8.14 FG 834\ �� p �2 Thaw BOG o SECTION MUST BE 6" THICK.) I I j 8.00 FG $7 TRC es 9. 1 9.61 0 9.5R as O w 6 Z - 3 8\\ LOG z.�� Lax 4+,00_- `` \ p G 7. CONSTRUCT - DE ASPHALT MAINTENANCE ACCESS (2-1/2' OF ASPHALT OVER 4g mil- _ _ - I- _ 5 g 1 C NSTRU T 14 FOOT WI o O J 128Rincoy� 99 tip ) 8 il" p G�' 8" OF 6-INCH MINUS PITRUN j 7 8.50 FG/It j 0-"-� `�I v�1 18. CONSTRUCT DRAINAGE SWALE N0.3 SEE DETAIL SHEET 6. S'(P Q`Z jl I 1 .• s 1J@f 06x `S'� Cj�G I j � 19. CONSTRUCT DRAINAGE SWALE N0.3A SEE DETAIL SHEET 6. )� I 1 t 1 ` rds 3 o.±x 20. CONSTRUCT DRAINAGE SWALE NO.4 SEE DETAIL SHEET 6. 21. CONSTRUCT DRAINAGE SWALE NO.2 SEE DETAIL SHEET 6 34 TRC--9. - - -9. /es� ® { 5 II ® 9.13 LOG 9.6182 LOG Ti g 64 LOG i s ds d9 da d9 22. MATCH TOP VERTICAL CURB ELEVATION WITH TOP BACK ROLLED CURB CUT. I 0 6 23. CONSTRUCT EXTRUDED CURB SEE DETAIL SHEET 6 � �. I{ 8 / r 24. CONSTRUCT SHALLOW INLET WITH SIDEWALK ATTACHED SEE ACHD SD-715A 10.00 FG 9.50 FG� - 10.00 FG 10.00 FG - --- •- __ o _ - - - - - - - - - -- - - --------- ------- �o no Z - -- _ --_-- _----_-- Q >�/� F- N -FTi - it i - k ! . . � I I 5 $ i - I L i , t 4 - i i - Q� V1 O of H n ct j I I j O ¢ oo 2718 2718 is 04 + ri Ljof Ory�/I, NV) (n 2715 I i 2715 ? w CD I � Ir \ II E I I I € t 03 I mm Z 2712 i € ( a o o ° Y 0 2712 QI j N i W i I o CD m � + I FINISH > j i I FINISH m+2709 LJ s E! Qo 2706 j ` DAM 2706 I � I i _ ------- ---------- -------- ----- -4---------- ---- ---- - i EXISTING - ---- -- ------ --------- --_..--- ------- G ---- -- ROUND /( E 2703 EXISTING 1 I 2703 - ( i 2700 I ! ' 2700 U i 2697 o 2697 zn j I I t I 2694 € m 2694 rr Z i f 2691 2691 1 30 0 30 �� o 'm u a o SHEET NO: HORIZON�L SCALE: i"=30' 2688 € 2688 I ' r 1 j i t C 1 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 J • 1 Keynotes U Q 1. CONSTRUCT CURB OPENING INLET IN ACCORDANCE WITH ACHD SUPPLEMENTAL F� [y STANDARD DRAWING SD-716. #N P� L See Sheet 5. 1 rn See Sheet 5.0 2. CONSTRUCT CONCRETE DRIVEWAY APPROACH WITH RAMPED SIDEWALK TYPE III CURB CJ] NORTH CUT SEE DETAIL DRAWING SHEET. 00 30 0 30 \\\ v /v \ \ \ cu 3. CONSTRUCT 3" ROLLED CURB AND GUTTER IN ACCORDANCE ACHD SUPPLEMENTAL V/ �� �� A ` \ �`� AA� \ STANDARD DRAWING SD-702. SEE DETAIL 2, SHEET 6. N HORIZONTAL SCALE: 1"=30' d �� �V A a V A, �` a \ � � � �.� x r � � � � e � �-� � � 4. 6" VERTICAL CURB WITH NO GUTTER (NC) PER ACHD SUPPLEMENTAL STANDARD � O i w i � \A A DRAWING SD-701A. • rl 0.1 5. CONSTRUCT 7'-0" WIDE CONCRETE SIDEWALK IN ACCORDANCE WITH ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 a) P� 9�S teeQ)� i A ` V '' se QJ V`\ \\ 6. CONSTRUCT 5'-0" WIDE CONCRETE SIDEWALK IN ACCORDANCE WITH ACHD w d SUPPLEMENTAL STANDARD DRAWING SD-709. W r.r. m 7. CONSTRUCT PEDESTRIAN RAMP IN ACCORDANCE WITH ACHD SUPPLEMENTAL STANDARD DRAWING SD-712-H-4. SEE DETAIL 3, SHEET 6. \ 1 � m 8. CONSTRUCT VALLEY GUTTER IN ACCORDANCE WITH ACHD SUPPLEMENTAL STANDARD r G DRAWING SD-708. SEE DETAIL 6, SHEET 6. o 0Lr) 0 /� �\ \\ Jl IRC se 9j¢�\\ r r... \ se ^� \ `� � O 6 ' /\ •S U Ifj N YO $g3 TRC 9. CONSTRUCT 5'-0" CURB TERMINUS IN ACCORDANCE WITH LS.P.W.C. STANDARD DRAWING �GCG SD-707. �0, P` 6 yip 6� 10. INSTALL GROUND WATER OBSERVATION WELL (MONITORING WELL) PER ACHD STD DWG n r ¢ CpC ti��\�� :. �� X -� ` `� , _f(w , e• C- ---- �.�''.. SD-627. SEE DETAIL 3, SHEET 6.1. � �r j 2gy � �� � � � 0 "C� 6• s0 p � 11. INSTALL TYPE III TERMINUS BARRICADE STATING "THIS ROAD WILL BE EXTENDED IN THE FUTURE", AS PER ACHD SUPPLEMENTAL DRAWING SD-1132 B. a S3 RC Sp g �e e �\ me�� s s $3 B TRC 3 p � `� `� ® � �A �� Op � i 0�� � `, A � � 12. INSTALL TYPE II TERMINUS BARRICADE W/KICK PLATE AT BASE FOR CANE DETECTION, AS PER MUTCD PROVISIONS SECTION 6D.02 AND ACHD SUPPLEMENTAL DRAWING All �G SD-1132-A. 76SO 9 sa gad to 22 \` £ \ 1R BOG b � 6• \ V 13. CONSTRUCT 4' WIDE ASPHALT RAMP TO TRANSITION SIDEWALK TO EXISTING EDGE OF $3S TRC Sa e9Z 2 "e sg5 �G a£ PAVEMENT. /r i eCG �9? RC Q�� (pC F �\ Z OG 0 6 ��• 14. RETAIN AND PROTECT EXISTING WATER VALVES AND APPURTENANCES. r r ( � ti pG �� 6• �� � 15. RETAIN AND PROTECT EXISTING UTILITIES. <j 16. CONSTRUCT 14-FOOT WIDE CONCRETE DRIVEWAY APPROACH IN ACCORDANCE WITH I.S.P.W.C. ACHD SUPPLEMENTAL STANDARD DRAWING SD-710-B. SIDEWALK IN THIS a sp r r 80 ,e� £ i A ( U Tq 1�`�j+ j� \� � � 6 �,� G e � � SECTION MUST BE 6" THICK. �� 8�8 ��1� G 1��q pp (Fl p O ) 17. CONSTRUCT 14-FOOTWIDE ASPHALT MAINTENANCE ACCESS (2-1/2" OF ASPHALT OVEF d 8" OF 6-INCH MINUS PITRUN). Z sp�t � r / , r J � Ma C I•� T �l �• h`L ,ERG ," \� � A �¢3(�C�C� �� V A �p ® `� 18. CONSTRUCT DRAINAGE SWALE NO.3 SEE DETAIL SHEET 6. `� ` 6T \\ 7.19 LOG �� G / e 19. CONSTRUCT DRAINAGE SWALE NO.3A SEE DETAIL SHEET 6. 20. CONSTRUCT DRAINAGE SWALE N0.4 SEE DETAIL SHEET 6. b� 1 / =- 7.40 � V S '� � �sp � • �r gT � r , � 10 � � :- 7.19 MLOG � � V�9 �� Q �e� / 21. CONSTRUCT DRAINAGE SWALE N0.2 SEE DETAIL SHEET 6-rne \ ` \ ® 22. MATCH TOP VERTICAL CURB ELEVATION WITH TOP BACK ROLLED CURB CUT. � / 23. CONSTRUCT EXTRUDED CURB SEE DETAIL SHEET 6 u i 24. CONSTRUCT SHALLOW INLET WITH SIDEWALK ATTACHED SEE ACHD SD-715A cd PLAN VIEW 4 € i _ € i t { 1 i t I iI i ii _ I i ii i € i i y € i ! M Q Z O ' PRO FI E V EW a v_ Q � o ! awa C� € O r o 0 I i I � u i 18 C/1 2718 1 27 O w I 1 � �€ I E ! € r�03of Ln 2715 ! o 2715 o i 3 ( Y � w � CD CN 2712 o o rl CN w j o N 2712------------- IN � N E o 00 j € o [ i > ossz FINISH GROUNDm o a o [ > 2709 - ( c V) m + o 2709 CD cn I : I N N 1 0.7&S 3 UL U7 I i i I 2706 ( 2706 I € EXISTING GROUND j j ( € 4--------- ___ i _ - _-------- ,{ 2703 E 2703 E ( - _- E € € t _-.______ ------- i --._-.__-_ ---------- 2700 « 2700 E e 2697 ! = 2697 o - -- _.. - - --- -------- -- __ _. __.._.. .__.. .- -------- - - ..__ ..-- -- ------- ------ - - -- --- - ------- - -- - - --- -.. .---- "- _Tl I jLd 2694 k G j t i v" 2694 ` - - ------- - --- ---- -- - - - i � a c 2691 i 2691 mm nu UN ZN --'�- E � - 1 I - z- Wp SOS EAU' �____- ______� 30 0 30 E i HORIZON L SCALE: 1"=30 SHEET N0: G\) 6+00 0 7+00 + 8+00 9+00 N 10+00 + 1 1 +00 12+00 � 13+00 Keynotes U 1. CONSTRUCT CURB OPENING INLET IN ACCORDANCE WITH ACHD SUPPLEMENTAL STANDARD DRAWING SD-716. 2. CONSTRUCT CONCRETE DRIVEWAY APPROACH WITH RAMPED SIDEWALK TYPE III CURB - CUT SEE DETAIL DRAWING SHEET. NORTH m NORTH 30 0 30 3. CONSTRUCT 3" ROLLED CURB AND GUTTER IN ACCORDANCE ACHD SUPPLEMENTAL 00 30 0 30 STANDARD DRAWING SD-702. SEE DETAIL 2, SHEET 6. I I - 4. 6" VERTICAL CURB WITH NO GUTTER (NC) PER ACHD SUPPLEMENTAL STANDARD Q� HORIZONTALCALE: 1"S =30' m HORIZONTAL SCALE: 1"=30' DRAWING SD-701A.I •0 d "0 1 \ \ 5. CONSTRUCT 7'-0" WIDE CONCRETE SIDEWALK IN ACCORDANCE WITH ACHD xpo SUPPLEMENTAL STANDARD DRAWING SD-709 o Q ® O O O O Q O I I I I III S II 4 3 2 6. CONSTRUCT 5'-0" WIDE CONCRETE SIDEWALK IN ACCORDANCE WITH ACHD �y � P4 m 22 \ SUPPLEMENTAL STANDARD DRAWING SD-709. I ! � III m Fii \ £ 7. CONSTRUCT PEDESTRIAN RAMP IN ACCORDANCE WITH ACHD SUPPLEMENTAL STANDARD W 00 21 0 2 DRAWING SD-712-H-4. SEE DETAIL 3, SHEET 6. bA cn - II B. CONSTRUCT VALLEY GUTTER IN ACCORDANCE WITH ACHD SUPPLEMENTAL STANDARD w m { III DRAWING SD-708. SEE DETAIL 6, SHEET 6. 2 2 ! 1 i R30.00 e'� 'yx m Lo .-. 9. CONSTRUCT 5'-0" CURB TERMINUS IN ACCORDANCE WITH I.S.P.W.C. STANDARD DRAWING 0 o CO - --- __7__8.61 o SD-707. V N 7.0 C ---- - -- -- ---�7YC 8.66 NC 5 ( ) oI 4 0d 0 8. C i 8.9 hV 8.86j TVC g.7 a V� 10. INSTALL GROUND WATER OBSERVATION WELL MONITORING WELL PER ACHD STD DWG I SD-627. SEE DETAIL 3, SHEET 6.1. 1 I aw aw aw aw aw evo a X aw aw aw�F /wS ® 1+00 a ;'_� +00 0 -�3Q.ofl 11• INSTALL TYPE III TERMINUS BARRICADE STATING "THIS ROAD WILL BE EXTENDED IN THE i 0 00 _ - - o-o z - - _� /� FUTURE", AS PER ACHD SUPPLEMENTAL DRAWING SD-1132-B. f as as as as r a -asTs J s a es es �0�58 T NC 12. INSTALL TYPE It TERMINUS BARRICADE W/KICK PLATE AT BASE FOR CANE DETECTION, 4 - 7.96 NC AS PER MUTCD PROVISIONS SECTION 6D.02 AND ACHD SUPPLEMENTAL DRAWING - - ! ---- - -- -- -�I- - l 2 I -- - --- 9.52 FG - ----J L--- 9.7fi NC m 7.0 ! _ _-} 8.02 NC 8.961 NC I 8.7 C ---- 8. 1 N 8.5 NC t SD-1132-A 8.65 NC 9.82 FG 8.86 NC 3° j 1 .09 NC 76CNC + m 2 I 9.06 NC 13. CONSTRUCT 4' WIDE ASPHALT RAMP TO TRANSITION SIDEWALK TO EXISTING EDGE OF 9.09 NC 4 PAVEMENT. .+ aw w b` aW BW LFaw w aw w aw aw aw ! r ' 14. RETAIN AND PROTECT EXISTING WATER VALVES AND APPURTENANCES. 0 00 -�� 1+00 �/9.9 NC 2+00 4R 2+65 r. 15. RETAIN AND PROTECT EXISTING UTILITIES. 3 III i I II " m 16. CONSTRUCT 14-FOOT WIDE CONCRETE DRIVEWAY APPROACH IN ACCORDANCE WITH L `Jti w 8.65 NC I.S.P.W.C. ACHD SUPPLEMENTAL STANDARD DRAWING SD-710-B. (SIDEWALK IN THIS 3 9.52 NC - - - - -- 9.82 NC m O O 0 S :`. /j SECTION MUST BE 6" THICK. 2� 10 09,NC 2 O -- -- �- --- �- - I - 3 I I I O I O I V 9.72 NC ` 17. CONSTRUCT 14-FOOT WIDE ASPHALT MAINTENANCE ACCESS (2-1/2" OF ASPHALT OVER I I I I ((h���• 9.25 FG 9.76 NC _ 8" OF 6-INCH MINUS PITRUN). p _ p f \' �s r tt1�0 18. CONSTRUCT DRAINAGE SWALE NO.3 SEE DETAIL SHEET 6. SjP Q� m i I ' � i � i � I ' ,� 1< ,/ � / 19. CONSTRUCT DRAINAGE SWALE N0.3A SEE DETAIL SHEET 6. 20. CONSTRUCT DRAINAGE SWALE NO.4 SEE DETAIL SHEET 6. 21. CONSTRUCT DRAINAGE SWALE NO.2 SEE DETAIL SHEET 6 22. MATCH TOP VERTICAL CURB ELEVATION WITH TOP BACK ROLLED CURB CUT. 23. CONSTRUCT EXTRUDED CURB SEE DETAIL SHEET 6 24. CONSTRUCT SHALLOW INLET WITH SIDEWALK ATTACHED SEE ACHD SD-715A ui z o S. LIMON STREET PLAN VI E W E. JACO STREET P L A N V I E W l I t t t E 7 t { s i . t . f Q Q O Z PROFIL VIEW E I PR <O < FILEXIE ' ti 4� Q as 2718 ? ! ; € € 2718 W Lo m 0 i N - (� W 2715 N� j 2715 a c3 = W _ ri i Y i N O W O E (n E O t I W ! > - � m 2712 ! � Wi o o ; oN ! � o o � 2712 a m + FINISH ''. i ? `:. 2 a N 0 0 GRADE ! o.wx ? i FINISH > 2709 o1i!x GRADE 2709 w EXISTIN� GROUND ! ! � { �� ----- ----:----- u�z -� __ __ _ _._._. _ .--------- -- o I 1 E ( I I G I I { I ! { 333 2706 2706 t s I 1 < t 3 1_�__-__.___ j i EXISTIN J --- __ -._ 2703 2703 - ----------- -- - ------ -- --- - - EXISTI G GROU t ' 2700 ( F ' - 2700 U i I € € { W i M 2697 2697 o4, 4 A e 1 t { € € W 2694 € [ j f ! 2694 iE ; w ci 2691 -- - �. 2691 i i Li 30 0 30 ! SHEET NO: HORIZO L SCALE: 1"=30• 2688 ( 2688 € { 5 .3 171 0+00 1 +00 2+00 3+00 0+00 1 +00 2+00 3+00 L��j NORTH � 00 m 30 0 30 aq HORIZONTAL SCALE: 1"=30' / i �6.90 FG V v+J v I �6.90 FG9.60 FG � \ � w bA•� T Er' / 6.90 FG� 9.70 F9- � 6.90 FG O Y l / a9 + 9.80 FG _ M N /7-6.90 FG es v ,:�6.90 FG 9.75 FG i I 8.90 FG kN I .010, L r m �6.90 FG / ' �� v �� � . � 10.50 FG/ 8. / v / �10.50 FG BIOSWALE J SEE SHEET 6.0, a FOR DETAILS` 8 JT z7o FG 0 8.50 FG o a O O / 10.25 FG - mac\ ev 03 Q Q 100000 0 FG W u� o _ w / ° , vs / m 10.50 FG ,03 s w cy u / of cj amo _ I I j 6.00 FG Gi 8.31 FG / F w � � z ¢ I IBIOSWALE 2 e 0000, d ' w I m I 1 a 3 O SEE SHEET 6:0 O / S - FOR DETAILS 3 m Of / \ \ d9 ' %/ / Z e e00 I � - - - - - - - m e I BIOSWALE 3 8.60 FG� m W SEE SHEET 6.0 FOR DETAILS / O m y ' I I I �r 30 FG Y. m - - - - - $ter \ .30 FG �7 �/ (�O ii m o x m I I 3 � .: . ' // 1 � / O I 6.00FG m - --- - - - - -- - - - - - - - - - -- - - - 6e` h 3.50 7.7 6 FG JT - - - - - - - - - - - - -- - - - - - - - -�.5- F // i . / 8.14FG i F+i May 9.50 FG m 0 6.00 FG I I y x / / m BIOSWALE 1 SEE SHEET 6.0 N m / 7.75 FG W I FOR DETAILS10.00 FG i m ( I 6.00cn Ld / i m / / 7.30 FG O / 10.00 FG m ) / �SPJ _GPL b2l LPL 9 -Yd9 6PI 6PI 6PI 6PI 6 1 6PI 6PI BPI 6P1 BPI 6PI PI 6P1 �' 1 L_ MHy -MB MB M MB MB MB MB r,,.c-rr MB MS MB ® __ _ 9S LF P5 LF _ x. a / •: / V-� �/ r. -. ... _... -._ �O m i 163 LF a. r M8 M MB MB ma-mg�MB - S. PURA VIDA AVENUE I I ._ ,G.oO FG � m Y W Z N N 18 L 3@---SB-_- 1d9 �, o a Id9 Id9 Id9 Id9 Id9 Id9 Id9 SHEET NO: 5 .4 rill 113 3 ' ,~ P a. / R om. Lo M NORTH / 00 30 0 30 yL HORIZONTAL SCALE: 7"=30a to O 75 00 00 i /�/ a9 A -�� �\ / u o • / / /jam � � i / C � �� /� \ � - '� v �/ � •� ,/� /� / � � - ` � � � ems, ���� ei ts /a%� o � 1 n \ _ m I I 9' III • / / 9�/ / � y \ \� //. O / O / \\ -� ` � vl Zp N / s n � � I i '� �� sf m � / m3 . ,� a9 � � � CN 000, 03 03 040 a Y . w a 1 I ---- - J JT m r� F-- I ,,V • / (� I bQ/ 1 1 o cn CIO l ( _- - - - - - - ---- . - -6PI 6PI 6PI- - - bPl 8 I 6PI 6PI 6PI 6PI fiPl 6PI � I— 6PI lz F2- McMB MB M mB M8 .... ..,. .n ,. .... __ 95 LF 5MB me me MeNH MB m ®163 LFMB— me 2 S. PURR VIDA AVENUE o Z " LilGi so ' 3 U 3 Se SB- S9 SIR se- __. - -_.-. -. -.. SIR Be SB O a9 o IX o I m rlI Id9 Id9 Id9- Id9 Id9 Id9 Id9 SHEET NO: /ice 5 .5 I i I U I 52 It '" - - - -- - - - - - - - - - - - - -- - - - - \ - - - -- - - - - - \ NORTH \�\ \� ` � ` ;--o1 >`°., omo 30 0 30 ��� A a` S -6 - - - i ———————— ————— ——— ——————'—————— ———————— —— —————— — ————————— ———`———— — —1\ m ——— ——-—— HORIZONTAL SCALE: 1"=30' d J v � /j tOLZ � ��—I -d9 Id9 Id9 Id9 Id9 Id9 Id9 Id0 Id9 Id9 Id9 Id9 Id9 Id9 Id9 Id9 _ Id 9��_Id9 __ � ___ Idb op \ \\ ' \` \\ / w �F V �V �` W �� ca (el) • � 00 Lo i r O O ® IZ R30.00 \ � 6N o I II I b ea t / y / - ---- - - -- - - - JT l O m I ew e a \ 13 / O I aw I 4 W � Bw- vv � \ "Y r° _/n1 \ a \\\ „ R30.00 v Rn N ________________________ __-------------__-___---____ � I m I r s sq GUTTER INV IN=4.00 INV. IN =4.00 SIDE WALK INV. OUT=3:64 INV. IN=6.20 5.00 --- ELEV.=�30 --- --- '� -_-------- �- ---- 4.00 ----- -- PONDO BOTTOM GUTTER SIDE WALK uj 3.00 ELEV.=6.99 _-__--�� INV. OUT=5.92 _ -- .,� 2.00 EX GRND=1.67 ___ _ __i i- -_ - _ . --_--- 1.00 _ EX GW=1.17t i_ii --- -- -- ---- N �_-__ __ __ _ _ _ _ ____ __ _ --_ -- 5.00 L - ------- ---.. _ __._ __ POND--BOTTOM c c� 4.00 --- --- -- ---- ---- --_.__ ------ -- - - -38- - r, cli r, d 3.00 ---- ---- ---- ----- - --- -------_ _-- -EX-G-RND=-2:85 — --- --- ... -- e z 1 BIOSWALE ONE cd 0 9 y NOT TO SCALE EX GW=2.25t � � 7�1 N N Z BIOSWALE TWO Q NOT TO SCALE Y w N i.— (n LLJ L__--__--_— —__---_— ----------------- j r (� 1""7 N n + cd J • I O / • - - / 4� PI 4PI 4PI 4P1 4P1 4P1 4PI I d s• . _ ° Z QQ LF � �/ \ �•� / `v 1-1-00 e ash \ Q / w w a A o e _ \ /j k ' SPI \ d9\\ i I � / e5 I � 28aW---aW o es /95 o o v INV. IN=5.60 SWALE INV. IN=5.18 a/ GUTTER SIDE WALK INV. OUT=5.30 6.00 ---- ELEV.=6.10� " ` _ ------- POND BOTTOM 5.00 ---- - — -- --- ---— - =_=-- 4.00 3 GUTTER FXcj 3.00 ---- �— -- -- ---- -----�-- ,70--- 8.00 ---- - --- SIDE WALK - ---INV. IN=6.70 r • ,ELEV=B'45- w o z ma GIN=3..20t._ _._ ALE THREE ----- — BIOSW 7:00 =s 7a_ -�._ Y m Q z 5.00 ° w a' 3 Y Y o w 3 NOT TO SCALE S.DD 4.00 — ___. EX GW=4.57t 3.00 ------ �- ... _ _—�-- SHEET N0: 4 BIOSWALE FOUR 6.0 NOT TO SCALE RAMP CURB 5' CONCRETE 2 U Notes: SIDEWALK O A. GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND THE PUBLIC FINISH GRADE Q1 3 F"'( -2'-0" AGENCY HAVING JURISDICTION. LEGEND &Z s P~ Lo 10" 1'-2" " BATTER ram, N R=1/4" B. BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, 1.5% t 0.5% (2% MAX. SLOPE) 12:1 0 12:1 c� R=1/2" PLACED AS SPECIFIED AND PAID UNDER SECTION-802 ISPWC; COMPACTED TO EXCEED 95% OF � 7.3% t 1.0% (8.3% MAX. SLOPE) I� �I s� -y �- FLOWLINE STANDARD PROCTOR. 9% t 1.0% (10% MAX. SLOPE) 11 /I L 3-1/4"t ° C. 1/2-INCH PREFORMED EXPANSION JOINT MATERIAL (AASHTO M 213) AT TERMINAL POINTS OF o00 0 3 4" / / fi (n 0.� P o o RADII. 8' S' 6' �%� o 0� ° 0� 0 �\ AVA ! 0 10" - o - 9 \/ /\/ \/\ SUBGRADE OR NATURAL /�/i./ice/� D. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING (OR 6" VERTICAL CURB 1 \ o GROUND 1 CONSISTENT WITH 2x SIDEWALK WIDTH FOR SCORE SPACING.) AND GUTTER Type G 1 ° % j 1 5 i 4 2" D op 1-1/2" \\ ° /, ® % o WI WITH PROPER SHORING o \/\/ E. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. ° Plan VIeW / //\//\, Legend ' -O OR LESS THAN 5' 1. LOCAL CUT BACK, ONLY IF REQUIRED. W00 4" ° F. BACKFlLL AS PER ISPWC SECTION-706. oo°° I~6" AGGREGATE BASE v >\ ° //\//\ bD r c� G. SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. I RAMP CURB j D \ 2. SURFACE REPAIR WIDTH, 4' MINIMUM. �j �i� u" H. USE ROLLED CURB IN RESIDENTIAL AREAS. WHEN LOCAL JURISDICTION REQUIRES VERTICAL CURB \ ° ° 00 0 00°o0o z \\ o Oo /\ 0 o CD AT INTERSECTIONS VERTICAL CURB LENGTH TO BE FULL RADIUS PLUS 5 FEET AT EACH END. �o o° ° �' Q //\// g 3. EXISTING SURFACE. � L0CD TRANSITION LENGTH FROM ROLLED CURB TO VERTICAL CURB 2 FEET. 5 /\ ° D \\ 4. EXISTING BASE. V I 6° STANDARD A (� CURB �c ° /% 1.�5q o•25% \ 5 SHORING Typical TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE " Rolled Curb And Gutter v t REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, ACHD SUPPLEMENTAL STD DWG. SD-702. NOT TO SCALE Type H-4 C, %\ c o 7 6. TRENCH BACKFlLL PER SECTION-306. _ 7. VERTICAL TRENCH WALLS SHORING PER O.S.HA.. DIRECTIONAL RAMPS - STANDARD DOMES Type G Q W / o ° °_ //\ YP o �\ Oo ° o° o v ° ° \ 8. PIPE BEDDING PER SECTION-305 (SEE SD-302). Section View �v ° o - ° // -_ �� 9. FOUNDATION STABILIZATION MAY VARY PER SOIL NOTES: ,\\ 6" MIN. " /\\j TYPE AND STABILITY (PER SECTION-304). CK A. RAMPS FOR CORNERS WITHA MIN. 15' RADII AND UTUZING ROLLED CURB w w G. 4 FOOT X 4 FOOT FLAT STREET SIDE LANDING REQUIRED 12" MIN. \\ / \\ 8 10. UNDISTURBED SOIL (TYP). B. RAMPS ARE CONTAINED WITHIN H w E CURB RADIUS w / EACH H. CURB IS NOT REQUIRED TO BE FULL - HEIGHT a \ , SIDE ° < \/\\` C. RAMP DIMENSIONS a // /j i 11. SURFACE REPAIR AND BASE PER SECTION-307 CURB TYPE = STANDARD 3-INCH ROLLED PER ISPWC SD-702 1. TRUNCATED DOMES SHALL BE INSTALLED IN ALL PEDESTRIAN RAMPS %\\ \\ (SEE SD-303). THROAT DEPTH = 4-FEET FROM FACE OF CURB LOCATED WITHIN HE RIGHT-OF-WAY PER I.S.P.W.C. SD-712. DOMES SHALL \/\ "00(" NOTE B 9 12 UPPER COMPACTION ZONE THROAT WIDTH = 4-FOOT MINIMUM BE RIGID INSERTS WE-SET INTO CONCRETE (CONCRETE STAMPS AND // °o` o \// , o �p� WING = 3-FEET TRAVERSABLE ADHESIVE MATS NOT ALLOWED AND SHALL BE COLORED "TRAFFIC YELLOW". \\80 0� /\\j Q- V WING = 1.5 FEET NON TRAVERSABLE 13. LOWER COMPACTION ZONE o o D. RAMPS REQUIRE A MINIMUM 4 FOOT X 4 FOOT LANDING IN SIDEWALK 0 1 O OUTSIDE DIA. OF S1 Q� 1.5% t 0.5% (2% MAX. SLOPE) PIPE PLUS 2'-0" Notes o TRENCH e NCH EXCAVATION PER SECTION 301. E. RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPE & TRAVERSABLE WINGS B. PIPE BEDDING PER SECTION 305. 10:1 (10%) C. BACKFlLL AND COMPACTION PER SECTION 306. F. NON TRAVERSABLE AREA - PATTERNED CONCRETE\LAWN\GRAVEL\ETC. 8 T3Tical Trench Detail REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, STD DWG. SD-301. NOT TO SCALE 0 in w Pedestrian Ram SD-712-H4 & Mid Block Ram SD-712-G 9 ,/2" 2'-6" 5 LEGEND REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION - ACHD SUPPLEMENT, STD DWG. SD-712-H NOT TO SCALE ~ LO ;.� z o /16" CLEARANCE OO 4- 1" DIA. HOLES ON 3 1/2" RADIUS. REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION - MID BLOCK RAMP ISPWC SD-712-G Y- N t�2 MECHANICAL PLUG. Con- o o (�3 12" DIA. X 1'-0" PVC, DIP OR CP. 18 o 0 A A 1 CAP OR PLUG AND INSTALL N ri; CR F= ® FIBER JOINT MATERIAL. 2"x4" MARKER AND FINDER 3 • • WIRE PER ISPWC SD-512 Io SERVICE LINE MARKER PER Q U w C n L 0 05 PVC ASTM 3034. t� 2"x4" MARKER AND FINDER SD-512 (IYP.) 6 45- BENDS. . o DEVELOPER PROPERTY- ✓ o O 3 ° ( AREES SEE PLANS FOR STUB WIRE PER ISPWC SD-512 30' CROWN � � TAPER (MIN.) + Y W N • 7 Y" FITTINGS. 1 2% SLOPE 1% MIN.TERMINATION LOCATION ® EXISTING OR NEW PIPE. X V N � N 01 �9 TYPE 1 BEDDING MATERIAL 4 5 3/4" �� is \.� i� i� %. /�,/�i� /i./i- /�./i./., /�/ 4" 1/8 OR 1/16 E w p ® MISSION COUPLER OR APPROVED SUBSTITUTION. 6" (MIN) BEND AS NEEDED 6 ',�' TEE OR APPROVED 1 � � N N cn PLAN 3 UNDISTURBED MATERIAL 7 n CONNECTION p 2 C 0 � G N.T.S. , WATER-TIGHT m 45' MAX. \ U F U 3/4" 9" �// 12" 4" 12" 6 B PLUG OR CAP o ?4" z d 3 8 •=j o \ i; a -- ------- w 1'I \\ \ / i WATER-TIGHT PLUG OR CAP w » +> SEWER MAIN z \ a a \\j \ //\j T\� 3 3 B 6 \/ a I SD-51 1 , TYPE B 6 \\ ° ° 1 6 ? ONOLITHIC POUR CONCRETE PER SECTION 703 a 4" /\ a a a a a \/ 4" 2%ISLOPE 1% MIN. SEWER MAIN UNE OF EXPANSION JOINT AT POINTS OF RADII TERMINAL 3 B 6- 45' BEND I 10 6" a a/ a I 45' BEND + Notes: m 21" ///� i // / \\/ \\///\y/ \\/ / /� INVERT ELEVATION AS SHOWN ON PLANS A GRADE OF GUTTER MINIMUM 0.4%. > 8Ld SECTION A-A SECTION B-B B 1 9 SD-51 1 -A B. EXPANSION JOINT 1/2 INCH PREFORMED JOINT MATERIAL (AASHTO M 213.) o CAST IRON RING & COVER N.T.S. 1 SIDE C. FILLET AND BASE SECTION THICKNESS SHALL MATCH THE VALLEY GUTTER, N.T.S. TYPICAL. 4' 3 Standard 4" Traffic Rated Clean-out Standard Sewer Service Connection D. PAY LIMITS FOR VALLEY GUTTER. 1/2"R 2' 2' REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, STD DWG. SD-506A NOT TO SCALE 6 1-1 2 REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, STD DWG. SD-511 & SD-511-A NOT TO SCALE E. FILLET DETAIL FOR CORNER RADIUS 15 FEET OR LESS. / 8 8 Keynotes: 2 1. 6 OF 3/4" MINUS CRUSHED AGGREGATE BASE MINIMUM. 8 Notes 2. CONCRETE. Valley Gutter 2'-0" 1. GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND THE 6„ 3. 1/2" EXPANSION JOINT. Typical Section 1 PUBLIC AGENCY HAVING JURISDICTION. 6" 1'-6" 1" BATTER T ical Valle Gutter 2. BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACE AS SPECIFIED AND PAID UNDER SECTION-802 ISPWC; COMPACTED TO REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, ACHD SUPPLEMENTAL STD DWG. SD-708. NOT TO SCALE R=1/2" R=1" EXCEED 95% OF STANDARD PROCTOR. 1/2"R PAY,K T NOTES 1. GRADE AND ALIGNMENT TO BE ESTABLISHED BY THE a 3. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS 10-FEET MAXIMUM SPACING i"R ENGINEER AND THE PUBLIC AGENCY HAVING JURISDICTION. ci a R=1/2" (OR CONSISTENT WITH 2X SIDEWALK WIDTH SCORE SPACING). 2. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS 8-INCH PVC (ASTM w R=3-1/2"t1/2" MINIMUM EIGHT FEET. rn n a a 4. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. D-3034, SDR-35) N a 3. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC 1.5 TIMES MAIN LINE SIZE i a a 5. BACKFlLL AS PER SECTION-7o6. MINIMUM (AWWA C-900 PVC) a a 1g" SPECIFICATIONS. 2-INCH PVC a cv 6. SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC 4. BACKFILLS AS PER ISPWC SECTION 706. (ASTM D-2241) 4 . a - RIGHT-OF-WAY. CONCRETE i 5. SECURE RIGHT-OF-WAY PERMIT BEFORE CONSTRUCTION IN PRESSURE IRRIGATION 1-INCH WATER 7. STANDARD CURB TO BE USED ON: PUBLIC RIGHT-OF-WAY. / 3 1. COLLECTOR AND ARTERIAL STREETS, UNLESS OTHERWISE INDICATED. / ;/ LINE (TYPICAL) SERVICE (TYPICAL) ' 2. ALL RADII PLUS 5-FEET EACH END WITH 2-FEET TRANSITION TO ROLL CURB. 3. TO MATCH EXISTING CURBS. w --tAGGREGATE BASE 4. SEE SD-709 FOR CURB CONSTRUCTION WHEN SIDEWALK IS INCLUDED. � O J 6n. Q 2 � 0 Note 4; Typica16" Vertical Curb &"Gutter 6" Vertical Curb o Gutter) AREA FROM END OF SLEEVE SHALL BE Lo REF.: IDAHO STANDARDS FOR 4 PUBLIC WORKS CONSTRUCTION, ACHD SUPPLEMENTAL STD DWG. SD-701. NOT TO SCALE REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, S1D DWG. SD-701-A. NOT TO SCALE PLUGGED WITH RAMNEK MASTIK OR EQUAL. SHEET N0: 4-INCH SEWER 1 O Pi e Sleeve Section Detail SERVICE (TYPICAL) NOT TO SCALE 6. 1