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TETHEROW CROSSING-CIVIL APPROVED (4-14-21) V1
29' El(IDIANg•• APPROVED ChM. oansrzz FU NUMBFA:� CP&F NO. 2019-092669 14 35 36 35' W.C. 0' 30' 60' 120' PLS 10561 SCALE: 1" = 60' m I P3 CP&F NO. w UNPLATTED S 1/16 2019-092670 N FOUND 5/8' REBAR, NO r N CAP, 0.50' EAST. NO z �' RECORD FOUND. ACCEPTED AS NORTHERLY N89'51'54"E 274.59' I BOUNDARY UNE 55 00' 45 00' 40 00' S0 00' BLOCK 1� ALIGNMENT WESTERLY POSITION BOUNDARY. 10 f O -- N <,�.12Osc RESET MONUMENT ON $ UNPLATTED SEE NOTE 9 UNPLATTED POINT OF BEGINNING 5 1 `ro. m m C¢ - o, 5819 s1 0 4777 If a o4141 If o c 4677 If i\� 1039 s/<\ `r z z N M �.P- BLOCK [f5• J i 2 t _j L3 ei I- �21 v G2 G P `55.09' 26.43' C19 o C20 NG22 S1, NE C24 G3 G2? N89'45'26"W J 77.67' l/0 J855 If 0 SEE NOTE 9 + N89-42'37"W °r n O a 4000 sf `* r--N89'42'37"W- � 4000 If v ----100.00'--- - r__-NB9'42'37"W ® 'o "' 4000 If a - --100.00'-f-• >. 4664 s/ > fk 4361 s/ TETHEROW CROSSING SUBDIVISION LOCATED IN THE SW 1/4 OF THE SW 1/4 OF SECTION 36, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 W wp00P\NE S1. 7729 WOODBURN WEST SUB. NO. 2 N BOOK 111, PAGES 16040-16044 z a,f 23.5' 123.5' > 4198 If o \ No \ 42 rj, ~ I 1✓4202� 13'52�E � �-��� - N � 3 �573'52'p6W 7352�y,E,,,,,, SEE NOTE 9 N , M 62 26 BLOCK 6 �I v JJ457 If 5 T N88'43'02"W 84.00' 42.00' 42.00' L31 If-61.90' S LINE TABLE LINE # LENGTH DIRECTION L1 25.01' N89'51'54"E L2 25.01' N89'51'54"E L3 31.52' N2111'34"E L4 31.22' S623434"E L5 33.55' S20'08'11"E L6 23.50' S14'45'42"E L7 23.50' S14'45'42"E L8 8.83' N30'31'09"E L9 23.52' N30'31'09'E L10 31.56' S4444'02"E L11 23.50' N01723"E L12 23.50' N017'23"E F---N89'42'37"W --1 v~i Im ao o ro o `aWo N o4100 If r o 4100 If oo PLS 7729 <4000 If S S81' 01'42"E 125.46' o, o !� 9.60' L--11., -----1 O a 4Osf v `� 71.50' 42.00' SI 40.53' C18 O,Z 100.Do' 20' W.CND 7/2", PLS 5292 •---100.00'--- - r .�g REPLACED w r__-N89'42'37"W --_1 - - - _ _ S88'43'02"E V ------N89'5732 W---7 o' 0 1n 198.94' W. HOMES -TAKE ST. 's\ 4000 If BLOCK 3I a . 4J64 sf a o ----100.00 --- I ��s 76.56' 76.47' e `-----103.05'----- z ----N89'42'37"W---� 0' o0 / - 0 - {1 wI -- O - 1048 cw ❑1- cn -N89'57'32°W---_7 c ® 23.5' 23.5' of 4000 sf a� I�� a07O7 s/ a v� 4000 IfN _- I 5898.758*43'0?^E L_-588'43'02"E-- 0 N 100.00'e -- r N89'42'37"W- - _ - 10 98.97 10'� N89-5732 W -9 O 3 'v 4003 If CD o a o 4000 If < 1„ °?IN L- ao i� S88'43'02"E1__J 4008 If 10'�_- S88'43'02"E--- -J 4000 s/ -100.00'- t y10 r---N89'42'37"W--, rn - uC _ -98.9T--- °D - 4008 =�,70' I 3 r--rN89'ST32°W --1 -T 4010 If ® h Z o n 10 0 a f o0 I 10, --- If S88'43'02"E---J z LBLOCK 5 S88'43'02"E� BLOCK 6 4000 If - - o -- O ----N89'42O'37"W--�qjo' 99.10'---- ® - ��P. - rn N NIP r -N89'5T32°W- 1 o10 0 o ��--- �; ��O- o �a O a 40001 s/ 0 I I �_-_ 40/7 If S88'43'02"E--- L---S88'43'O2"E--- J •----100.00'----1 4000 If • -� --100.00'--�- I �^ N - 99.28'- 5 ,--_ --98.9T- - - I - m N89'5T32"W- cN cv or-_FN89'42'37'W o' �n 12 ` 4164Osf n' © ��" 23.5' 23.5' �', 12 o c'\---------t-J �L---- 4111 S/ - J I + 4620 If o N N8942'37 Ws104.83'I 76.86' 81.95 I d - - o 83.42' - 0 1970 If 13 0 cS N8843'02"W 116.04' o S88'43'02"E n 0 3194 If 14 _ _ 199.85' _ - - - - S8843'02"E - - �j W. SA $T, 123.53' N8843'02"W 131.03' v r J 47.01'-- - 42.01' 42.01' " 12 3.23 41.01' - 41.01 41 01' 33 95' I a UNPLATTED LINE TABLE LINE # LENGTH DIRECTION L13 31.12' S4412'50"E L14 30.84' N4547'10"E L15 22.53' N52'20'08"E L16 1 9.98' N2912'28"E L17 23.82' N45'39'43"E L18 23.77' S4414'26"E L19 23.56' N4419'22°E L20 23.79' S44'20'17"E L21 21.43' N46'52'27"E L22 9.60' SO.02'28"W L23 10.63' NO'02'28"E L24 23.64' S49'20'55"E LINE TABLE LINE # LENGTH DIRECTION L25 17.55' N7TO7'15"W L26 20.29' S8652'48"W L27 5.80' S1'20'13"W L28 1.94' N116'49"E L29 23.51' SO'02'28"W L30 23.51' SO'02'28"W L31 32.93' S8942'37"E L32 34.63' S20'08'11"E L33 10.36' N116'58"E L34 4.13' N69'51'49"E L35 13.43' N2111'34"E CURVE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD C1 47.88' 300.00' 9'O8'37" S70'39'59"W 47.83' C2 24.23' 300.00' 437'39" S63'46'51"W 24.22' C3 108.56' 300.00' 20'44'00" N71'50'02'E 107.97' C4 42.11' 300.00' 8'02'32" N8613'18"E 42.07' C5 72.24' 46.50' 8WOO'25" S4412'50"E 65.19' C6 72.03' 46.50' 88'45'30" N44'20'17"W 65.04' C7 9.80, 23.00' 24'24'38" N1214'46"E 9.72' C8 9.19, 23.00' 2253'42" S11'24'23"E 9.13' C9 26.16' 70.00' 21'24'52" S10'25'03"E 26.01' C10 22.15' 70.00' 18'08'03" S3011'31"E 22.06' C11 25.95' 70.00' 2114'24" S49'52'44"E 25.80' C12 34.48' 70.00' 2813'06" S74'36'30"E 34.13' C13 35.73' 23.00' 89'00'25" S4412'50"E 32.24' C14 35.63' 23.00' 88'45'30" N44'20'17"W 32.17' C15 20.74' 70.00' 16'58'38" N8'26'51"W 20.67' C16 30.33' 70.00' 24'49'43" N29'21'02"W 30.10' C17 55.90' 70.00' 45'45'04" S64'38'25"E 54.42' C18 1.47' 70.00' 112'06" N88'07'00"W 1.47' C19 18.59' 276.50' 3'51'07" N8819'01"E 18.59' C20 40.43' 276.50' 8'22'43" N8212'06"E 40.40' C21 52.56' 276.50' 10'53'26" S72'34'02"W 52.48' C22 10.38' 276.50' 2'09'00" N66'02'48"E 10.38' C23 5.47' 323.50' 0'58'09" S74'45'14"W 5.47' C24 25.04' 276.50' 511'22" S7238'37"W 25.03' C25 41.41' 276.50' 834'54" S6545'29"W 41.38' C26 1.28' 323.50' 013'36" S61'34'50"W 1.28' C27 42.70' 323.50' 7'33'48" S65-28'32"W 42.67' C28 35.85' 323.50' 1 6'20'58" S72'25'55"W 35.83' SURVEYOR'S NARRATIVE f O 1 15 � 16 O � 17 18 I 7� ti 19 -- 20 _ O -- 36.5 _ 6 _ azol' _ r T j THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO 10 I 5'� 21 22 23.5' 23.5' 2 O5•� 3 O CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARIES OF WOODBURN WEST SUBDIVISION NO. 1, WOODBURN WEST SUBDIVISION NO. 2, 00 4713 If N o0 4701 s/ N N m o0 4701 N w o w '� 'N N • am 3 -vMi 1 N '� �`+ ,INFORMATION FROM RECORD OF SURVEY NUMBERS 6280, 6931, 7494, 7720, 8705, 8824, 11964, 12537, AND of p O O s7 O f po 4229 s/ N po 64121 s/ N o po 3 4121 sf cN o po o 4121 sf o iv 4829 sf ao o I- o N �' S051 If No ,n N 4725 sf o CURRENT DEEDS OF RECORD. WARRANTY DEED INSTRUMENT NO. 9407863 HAS A MISCLOSURE z z p 10 „'�, P N 10'If z 00 1- 5' y IN THE LEGAL DESCRIPTION OF APPROXIMATELY 25 FEET. IT IS BELIEVED TO HAVE ORIGINATED WITH PREVIOUS DEEDS AND LEGAL DESCRIPTIONS AND, BASED ON THE ANALYSIS OF THE ADJACENT RECORD OF SURVEYS, ORIGINATED FROM DISCREPANCIES WITH THE WRITTEN L---- J 1 �5 � BLOCK 3 I BLOCK 10 14 DOCUMENTS AND THE PHYSICAL LOCATION OF A CALLED -TO LIVE IRRIGATION DITCH. RECORD OF 47.45' -----J 42.01' I---_J 42.01' --___J 41 01' _ -J 41 01' BL J 4 ------4 ----�1 N I �., N N l2 -- S88'43'02"E _ SURVEY NO.6280 ALSO NOTES THAT THERE HAD BEEN A 25 FOOT EASEMENT CROSSING 35 36 _ M•- N;� o: 665.63' z' 2 1 ❑ - W. USTICK RD. CP&F NO. 109109699 1.01 41.01 34.96 n A ADJOINING PARCELS THAT HAD BEEN ERRONEOUSLY TREATED AS OWNERSHIP, AND DUE TO THE $88'43'02E 3p 70' 330.4T 3 3943 If _ _ _ _ _ v J 035.06' 47.01 FACT IT ORIGINATED FROM THE SENIOR PARCELS IT WAS CORRECTED TO THEN BE TREATED 4 5- 41.99' '-82.07 - AND SHOWN AS AN EASEMENT TO REFLECT THE INTENT. THE SURVEYED MONUMENTATION N88'43'02"W 493.18' �5 1193 If o FOUND FOR THE SURROUNDING SUBDIVISIONS AND CONTROLLING BOUNDARIES FIT THE ACHD RIGHT-OF-WAY PER ACHD SLOPE EASEMENT, N: o o =": RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS PROPERTY AS INST. N0. 2015-081465 INST N0. 2015-081466 SHOWN HEREON. o:.6 CP&F NO. CP&F NO. _ _ _ z : o ' 2017-120067 2017-120066 z - - - _ 369.86' - - _ S88'43'02"E 2662.34' -- - 12353- - _- - 172.23_ _ 1331.09' 36 1/4 BASIS OF BEARING W 1116 _ BOOK , PAGE LEGEND ® FOUND ALUMINUM CAP MONUMENT FOUND BRASS CAP MONUMENT ® FOUND 5/8" REBAR WITH PLS 11118 PLASTIC CAP, OR AS NOTED SET 1/2" REBAR WITH PLS 11118 O PLASTIC CAP ® SET 5/8" REBAR WITH PLS 11118 PLASTIC CAP ❑ CALCULATED POINT, NOT SET ---- SECTION LINE - - CENTER LINE PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE EASEMENT LINE - SEE NOTES 1 AND 2 ------------- OTHER EASEMENT LINE AS NOTED ..............................• SURVEY TIE LINE SUBDIVISION BOUNDARY LINE LOT LINE ADJACENT PROPERTY LINE 18 LOT NUMBER NOTES 1- UNLESS OTHERWISE DESIGNATED OR DIMENSIONED, THERE SHALL BE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE TEN (10) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD -SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 2- UNLESS OTHERWISE SHOWN AND DIMENSIONED EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE AND THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. 3- ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RE -SUBDIVISION. 4- IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE 31-3805(1)(b). THIS SUBDIVISION FALLS WITHIN THE NAMPA 8 MERIDIAN IRRIGATION DISTRICT, AND ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID IRRIGATION DISTRICT. 5- BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. 6- MAINTENANCE OF ANY IRRIGATION, DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 7- THIS DEVELOPMENT RECOGNIZES IDAHO CODE 224503, RIGHT TO FARM ACT, WHICH STATES: NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. 8- LOT 1, BLOCK 1; LOT 1, BLOCK 2; LOTS 1, 13,14 AND 23, BLOCK 3; LOT 1, BLOCK 4 AND LOT 1, BLOCK 6 ARE DESIGNATED AS COMMON AREA LOTS TO BE OWNED AND MAINTAINED BY THE TETHEROW CROSSING SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS, AND ARE SUBJECT TO BLANKET PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE EASEMENTS. 9- LOT 1 BLOCK 3 AND PORTIONS OF LOT 1 BLOCK 2 LOT 2 BLOCK 3 AND LOT 1 BLOCK 6 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT'). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 10- DIRECT LOT OR PARCEL ACCESS TO W. USTICK ROAD IS PROHIBITED. 11- SEE RECORD OF SURVEY NO. 12537, RECORDS OF ADA COUNTY, IDAHO, FOR ADDITIONAL DATA OF RECORD. 12-THIS DEVELOPMENT IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR TETHEROW CROSSING SUBDIVISION, RECORDED AS INSTRUMENT NO. , ADA COUNTY RECORDS. 13- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. - , RECORDS OF ADA COUNTY, IDAHO. 14- LOT 14 OF BLOCK 3 IS DESIGNATED AS A SHARED DRIVEWAY/COMMON LOT SUBJECT TO A BLANKET INGRESS/EGRESS EASEMENT FOR THE BENEFIT OF ADJOINING LOTS 15,16 AND 17 OF BLOCK 3. MAINTENANCE OF THE SHARED DRIVEWAYS SHALL BE AS SET FORTH IN THE COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED FOR THIS DEVELOPMENT. LA CLINTON W. HANSEN � 11 1 18 PLS 11118 _ld � ON WW NP. ELa:n:*!l4rtio ns urveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz SHEET 1 OF 3 JOB NO. 20-43 (jyfE ID$ ]AN_ — APPROVED DATE: 04/25/22 IIIE NUMBER'. nsmaao,s TETHEROW CROSSING SUBDIVISION CERTIFICATE OF OWNERS KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF TETHEROW CROSSING SUBDIVISION; A PARCEL, PREVIOUSLY DESCRIBED IN WARRANTY DEED INSTRUMENT NO. 8407863, RECORDS OF ADA COUNTY, IDAHO, BEING LOCATED IN THE SW % OF THE SW % OF SECTION 36, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A BRASS CAP MONUMENT MARKING THE SOUTHWEST CORNER OF SAID SECTION 36, FROM WHICH A BRASS CAP MONUMENT MARKING THE SOUTHEAST CORNER OF THE SW '/4 OF SAID SECTION 36 BEARS S 88043'02" E A DISTANCE OF 2662.34 FEET; THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID SW % S 88043'02" E A DISTANCE OF 665.63 FEET TO A POINT; THENCE LEAVING SAID SOUTHERLY BOUNDARY N 0°17'23" E A DISTANCE OF 48.00 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF W. USTICK ROAD AS SHOWN IN INSTRUMENT NO. 2015-081465, RECORDS OF ADA COUNTY, IDAHO, AND THE POINT OF BEGINNING; THENCE CONTINUING N 0°17'23" E ALONG THE WESTERLY BOUNDARY OF SAID WARRANTY DEED PARCEL A DISTANCE OF 787.24 FEET TO A POINT MARKING THE NORTHWEST CORNER OF SAID PARCEL; THENCE N 89051'54" E ALONG THE NORTHERLY BOUNDARY OF SAID PARCEL A DISTANCE OF 274.59 FEET (FORMERLY 250.00 FEET) TO A POINT MARKING THE NORTHEASTERLY CORNER OF SAID PARCEL ON THE WESTERLY BOUNDARY OF WOODBURN WEST SUBDIVISION NO. 2 AS SHOWN IN BOOK 111 OF PLATS ON PAGES 16040 THROUGH 16044, RECORDS OF ADA COUNTY, IDAHO, THENCE ALONG SAID WESTERLY BOUNDARY OF WOODBURN WEST SUBDIVISION NO. 2 THE FOLLOWING DESCRIBED COURSES; THENCE S 14°45'42" E ALONG THE EASTERLY BOUNDARY OF SAID PARCEL A DISTANCE OF 356.68 FEET TO A POINT; THENCE CONTINUING ALONG SAID EASTERLY BOUNDARY S 81°01'42" E A DISTANCE OF 125.46 FEET TO A POINT; THENCE LEAVING SAID WESTERLY BOUNDARY OF WOODBURN WEST SUBDIVISION NO. 2 AND CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID PARCEL S 0°02'28" W A DISTANCE OF 434.45 FEET TO A POINT ON SAID NORTHERLY RIGHT-OF-WAY OF W. USTICK ROAD; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY N 88°43'02" W A DISTANCE OF 493.18 FEET TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 7.58 ACRES MORE OR LESS ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF HHIF V LLC, AN OREGON LIMITED LIABILITY COMPANY BY ,MANAGER ,20 ACKNOWLEDGMENT STATE OF COUNTY OF S.S. BOOK , PAGE ON THIS DAY OF , 20 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEARED , KNOWN OR PRESENTED TO ME TO BE A MANAGER OF HHIF V LLC, AN OREGON LIMITED LIABILITY COMPANY, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF OWNERS" AND ACKNOWLEDGED TO ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED THE SAME. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. MY COMMISSION EXPIRES RESIDING AT NOTARY PUBLIC FOR THE STATE OF IDAHO CERTIFICATE OF SURVEYOR I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. LA CLINTON W. HANSE EL 11,118 flw- PLS 11118 9� �TF TON LLa:n ?futlons Land veying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions. biz JOB NO. 20-43 SHEET 2 OF 3 DIAN,-- APPROVED/ DATE' 04/25/22 {I[E NUM BER'.11 TETHEROW CROSSING SUBDIVISION HEALTH CERTIFICATE SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE -IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. CENTRAL DISTRICT HEALTH, EHS DATE APPROVAL OF CITY COUNCIL I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. CITY CLERK APPROVAL OF THE CITY ENGINEER I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. CITY ENGINEER -- MERIDIAN, IDAHO APPROVAL OF ADA COUNTY HIGHWAY DISTRICT THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON THE DAY OF 20 PRESIDENT, ADA COUNTY HIGHWAY DISTRICT CERTIFICATE OF THE COUNTY SURVEYOR BOOK , PAGE I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. ADA COUNTY SURVEYOR CERTIFICATE OF THE COUNTY TREASURER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. DATE: COUNTY TREASURER CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO COUNTY OF ADA S.S. INSTRUMENT NO. I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK .M. ON THIS DAY OF , 20 , IN BOOK OF PLATS AT PAGES DEPUTY FEE: EX-OFFICIO RECORDER L LA CLINTON W. HANSEN a N I1 1 8 PLS 11118 fr[ O \O� TAN W. NF jL A n SS, ®'utUonS Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.Iandsolutions. biz SHEET 3 OF 3 JOB N0. 20-43 (jyfE ID$ ]AN_- APPROVED DATE: 04/25/22 IIIE NUMBER'. raszmzao,s TETHEROW CROSSINGS BDIVISION jQ/rE IDIAN APPROVED FOR IpAXO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans most be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Amanda McNutt Date Jun 15 2021 LEGEND FOUND BRASS/ALUMINUM CAP ® 5/8" IRON PIN WITH PLASTIC CAP ® CALCULATED POINT ® FOUND 5/8" IRON PIN WITH PLASTIC CAP FOUND 1/2" IRON PIN WITH PLASTIC CAP p SET 1/2" IRON PIN WITH PLASTIC CAP SS SS EXISTING SEWER W W EXISTING WATER CABLE EXISTING CABLE EXISTING CENTERLINE EXISTING DITCH EG EC EXISTING EDGE OF GRAVEL EP EP EXISTING EDGE OF PAVEMENT X EXISTING FENCE E/O EXISTING FIBER OPTICS GAS EXISTING GAS IRR EXISTING GRAVITY IRRIGATION UT UT EXISTING JOINT TRENCH OHP EXISTING OVERHEAD POWER PI PI EXISTING PRESSURE IRRIGATION SD EXISTING STORM T EXISTING TELEPHONE T/EO EXISTING TELEPHONE & FIBER TOE EXISTING TOE OF SLOPE TOB EXISTING TOP OF BANK UGP UGP EXISTING UNDERGROUND POWER SS SS PROPOSED SEWER 8" -SAN ( PROPOSED 8" SEWER 6" -SAN ( PROPOSED 6" SEWER 4" -SAN ( PROPOSED 4" SEWER W PROPOSED WATER 1" W PROPOSED 1" WATER 1-1/2" W PROPOSED 1.5" WATER 2" W PROPOSED 2" WATER 6" W PROPOSED 6" WATER 8" W PROPOSED 8" WATER 10" W PROPOSED 10" WATER 12" W PROPOSED 12" WATER SD PROPOSED STORM DRAIN PI PI PROPOSED PRESSURE IRRIGATION IRR PROPOSED GRAVITY IRRIGATION EP EP PROPOSED EDGE OF PAVEMENT EG EG PROPOSED EDGE OF GRAVEL SAWCUT PROPOSED SAWCUT PROPOSED DITCH CENTERLINE LOB PROPOSED TOP OF BANK TOE PROPOSED TOE OF SLOPE PUID EASEMENT - - - - - - - - - - - - - - - - - - - PROPOSED GRADE BREAK - - - - PROPERTY LINE SIGNAL JUNCTION BOX SIGNAL BENCHMARK MERIDIAN, IDAHO PARCEL NO. SO436336156 SEC. 36 T.4N R.3E TBC TBC-R TVC TRC WALK CONC LIP FL AC EP EG CL BOW FG GND CMP RCP PVC El SLOPE co DETAIL NUMBER O XX SHEET NUMBER TOP BACK OF CURB TOP BACK OF REVERSE CURB TOP BACK OF VERT. CURB W/O GUTTER TOP BACK OF ROLLED CURB TOP OF WALK CONCRETE SPOT ELEVATION LIP OF GUTTER FLOW LINE ASPHALT EDGE OF PAVEMENT EDGE OF GRAVEL CENTERLINE BACK OF WALK FINISHED GRADE GROUND CONCRETE PIPE CORRUGATED METAL PIPE PVC PIPE EXISTING TREE EXISTING LIGHT EXISTING MAILBOX EXISTING CONTOUR PROPOSED CONTOUR EXISTING SIGN EXISTING MANHOLE EXISTING INLET EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED VALVE PROPOSED METER PROPOSED BLOW -OFF WATER FITTINGS PROPOSED SAND AND GREASE TRAP CONCRETE CURB AND GUTTER CONCRETE IRRIGATION BOX DIRECTION OF DOWNWARD SLOPE DIRECTIONAL STRIPING CABLE RISER POWER/ELECTRICAL TELEPHONE RISER POWER/TELEPHONE POLE CLEANOUT KEYED NOTE Warkt Mpnlman! 0 PROJECT CONTACTS OWNER HAYDEN HOMES IDAHO, LLC C/O TIM MOKWA 1406 N. MAIN ST. MERIDIAN, ID 83642 T.208.869.9785 TMOKWA@HAYDEN-HOMES.COM CIVIL ENGINEER ERICKSON CIVIL, INC. PROJECT MANAGER - ROSS ERICKSON P.E. 6213 N. CLOVERDALE ROAD SUITE 125 BOISE, IDAHO 83712 T.208.846.8955 C.208.867.3954 ROSS@ERICKSONCIVIL.COM PROFESSIONAL LAND SOLUTIONS, INC. LAND SURVEYOR PROJECT MANAGER - CLINT HANSEN P.L.S. 231 E. 5TH AVE. MERIDIAN, IDAHO 83642 T.208.288.2040 CHANSEN@LANDSOLUTIONS.BIZ IRRIGATION NAMPA MERIDIAN IRRIGATION DISTRICT DISTRICT GREG CURTIS T.208.466.0663 PRESSURE HOA IRRIGATION CITY OF MERIDIAN BUILDING DEPARTMENT 33 E, BROADWAY AVE. MERIDIAN, ID 83642 T.208.887.2211 WATER SERVICE CITY OF MERIDIAN WATER DEPT. PROVIDER 2235 NW 8TH ST. MERIDIAN, ID 83646 T.208.888.5242 SEWER SERVICE CITY OF MERIDIAN PROVIDER 33 E, BROADWAY AVE. MERIDIAN, ID 83642 T.208.898.5500 POWER IDAHO POWER COMPANY SCOTT PINKSTON T.208.388-5446 GAS INTERMOUNTAIN GAS CO. BRYCE OSTLER T.208.377.6812 TELEPHONE CENTURY LINK LEO ARTEAGA T.208.385.2440 LEO.ARTEAGA@CENTURYLINK.COM SWPPP SYMAN, LLC PREPARER DAVE EVERSON 2101 DELTA DR. NAMPA, IDAHO 83687 T.208.287.8420 2101 DELTA DR. NAMPA, ID 83687 A GEOTECHNICAL INVESTIGATION WAS PERFORMED AS PART OF THE DESIGN OF THIS PROJECT BY GEOTEK, INC. DATED 8/26/20, INCLUDING ALL ADDENDUMS. ALL CONDITIONS AND REQUIREMENTS CONTAINED THEREIN ARE HEREBY INCORPORATED IN TO THESE CONSTRUCTION PLANS AND CONTRACT FOR THE WORK BY REFERENCE. WHERE CONFLICTS EXIST BETWEEN THE GEOTECHNICAL INVESTIGATION AND THE PROJECT PLANS AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. w Anton or 3 Blak w ashto, esr � Sawtooth Middle School AM,, or s uiet Peak St shby Dr Ix PROJECT` sIT z n;,e s J in i n W woodpile St nm Wlntleri/(St ® z Chevron Q 8 W Ustick Rd Ustick Rcyp, USTICK RD.. W Ustick Rd z Premier Kids Preschool & Childcare y " - m W Parkstone SI pia , m - f WStanhope St f VICINITY MAP INDEX OF SHEETS FINAL PLAT - TETHEROW CROSSING SUBDIVISION C1.0 COVER SHEET, LEGEND, & CONTACTS C1.1 NOTES C1.2 TOPOGRAPHIC SURVEY C1.3 DEMOLITION PLAN GDA GRADING PLAN -AREAA GD.2 GRADING PLAN -AREA B RD.O ROADWAY - TYPICAL SECTIONS RD.1 ROADWAY - W. WOODPINE ST. - (STA 1+00 TO 4+27.17) ROADWAY - N. LLAMA WAY - (STA 1+00 TO 2+02.87) RD.2 ROADWAY - NW 13TH AVE. & W. SANTIAGO ST. (STA 1+00 TO 7+00) RD.3 ROADWAY - W. SANTIAGO ST. (STA 7+00 TO 9+77.60) RD.4 ROADWAY - NW 12TH AVE. & W. HOMESTAKE ST. (STA 1+36.38 TO 7+45.07) RD.5 ROADWAY - PEDESTRIAN RAMP GRADING RD.6 ROADWAY - DETAILS SD.1 STORM DRAIN PLAN - AREA 1 & AREA 2 SD.2 STORM DRAIN PLAN - AREA 3 & AREA 4 SD.2.1 STORM DRAIN PROFILES SD.3 STORM DRAIN - DETAILS SD.4 STORM DRAIN - ACHD DETAILS SD.5 STORM DRAIN - ACHD DETAILS UTA WATER & SEWER LINE A UT.2 WATER & SEWER LINE B UT.3 WATER & SEWER LINES B, C & D G1A GRAVITY IRRIGATION PLAN - LINES A, B & C GI.2 GRAVITY IRRIGATION PROFILES - LINES A, B & C GI.3 GRAVITY IRRIGATION - DETAILS PIA PRESSURE IRRIGATION PLAN PI.2 PRESSURE IRRIGATION - DETAILS PI.3 PRESSURE IRRIGATION - NMID STANDARD SPECIFICATIONS PIA PRESSURE IRRIGATION - PUMP STATION PI.5 PRESSURE IRRIGATION - WELL PUMP PI.6 PRESSURE IRRIGATION - WELL PUMP DESIGN NOTES SLA STREET LIGHT PLAN Plans Are Accepted For Public SL.2 SIGNAGE & MAILBOX PLAN Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all Distnct policies and standards. Variances or waivers must be specifically antl previously approved by the Distinct in writing. Acceptance of the improvement plans the District does not relieve the Regateretl E e t responsibilities. BY DATE- 06/15/2021 ADA COUNTY HIGHWAY DISTRICT DATUM + BENCHMARKS PROJECT DATUM: NAVD 88. CONTRACTOR SHALL CONFIRM NAVD 88 ELEVATIONS AND LOCATIONS FOR ALL PROJECT CONTROL POINTS PRIOR TO START OF CONSTRUCTION. CP# X TO BE VERIFIED INFIELD BY SURVEYOR CP# 1 CP# 2 CP# 3 DESC: 1/2" IP DESC: 5/8" IP DESC: 5/8" IP N:718186.0029 N:717779.5954 N:718064.9318 E:2450555.7666 E:2450062.3927 E:2450063.8349 EL:2571.935 EL:2572.463 EL:2572.282 CP# 4 CP# 5 DESC: 5/8" IP DESC: 5/8" IP N:718569.8300 N:718503.2305 E:2450066.8590 E:2450358.6929 EL:2571.285 EL:2569.923 p0 - -_- Eli - a.- OU Q - vs oi4 E V _ -- - O C N 2 E v = a) U N Ew vEw � a mwa_o� m CONTACT DKHLM 46-HOLM BEFOFE DK31131M 1-800-342-M z U O J to J � O ED = D U) ❑ - - � Z Q w Uo Of W _ z w O 0 Of Q F 2 _ ~ w W U w Z O 0 o- FyG� �Sg\ONAI G\STE OFF Q� 3 6-14-21 �O 'Plo K 0 ER Eb do Ect do co 0 • 000 ED a 3� p� 0 rcg w H -- V Q - x O �C Cd o Z W Wz J w >_6 w n z > ❑`� of I• < ❑ 0ma m Wr W R waau_ =w, ,y a a ❑ -" JOB NUMBER: W IDB2096 WDATE: 6-14-21 C SHEET NUMBER w w C 1.0 (�j�ERO)IANg- APPROVED CAM. FU NUABFR:� GENERAL NOTES 1. ALL CONSTRUCTION WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION ISPWC THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC AND ANY ADDENDUMS MERIDIAN DESIGN STANDARDS THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), THE US ARMY CORP. OF ENGINEER'S SECTION 404 PERMIT, AND THE ENVIRONMENTAL PROTECTION AGENCY (EPA) CURRENT CONSTRUCTION GENERAL PERMIT (CGP). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION AVAILABLE ON THE WEBSITE . FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED 'APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 12. LOCATE SUBSURFACE STORMWATER DISPOSAL FACILITIES (INCLUDING INFILTRATION BEDS AND DRYWELLS) AT LEAST 25 FEET FROM WATER MAINS. THIS REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. 13. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY; NOT ALL UNDERGROUND UTILITIES ARE SHOWN. CONTRACTOR SHALL FIELD VERIFY AND CONFIRM EXISTING LOCATIONS, DEPTHS, SIZES, AND MATERIAL TYPES OF ALL EXISTING UTILITIES PRIOR TO START OF WORK. UNDERGROUND UTILITIES WHICH MAY EXIST ON THE SITE HAVE NOT BEEN SURVEYED AND ARE NOT ALL EXHIBITED ON THIS PLAN. IN ADDITION TO VERIFICATION OF THE EXACT LOCATION, DEPTH, SIZE AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES, CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY, DIGLINE (1-800-342-1585), AND ALL PRIVATE ADJACENT PROPERTY OWNERS PRIOR TO CONSTRUCTION TO ENSURE THAT ALL PUBLIC AND PRIVATE UTILITIES ARE IDENTIFIED. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAYBE OCCASIONED BY HIS FAILURE TO EXACTLY IDENTIFY, LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. POTHOLING IS REQUIRED CONTRACTOR SHALL POTHOLE EXISTING UNDERGROUND UTILITIES AT ALL LOCATIONS WHERE NEW FACILITIES CROSS EXISTING UNDERGROUND UTILITIES AND WHERE EXISTING UTILITIES RUN ADJACENT TO NEW FACILITIES WITH LESS THAN 10-FEET OF HORIZONTAL SEPARATION. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, DEPTH, SIZE, AND MATERIAL OF THE EXISTING UTILITY AT THE CROSSING LOCATIONS, AND FOR ADJACENT UTILITIES WITHIN 10-FEET OF NEW FACILITIES. CONTRACTOR SHALL ASSESS CROSSING AND ADJACENT UNDERGROUND UTILITY CONDITIONS AND DETERMINE WHETHER ANY NEW FACILITY CONFLICTS EXIST WITH EXISTING UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION AND ORDERING OF ANY CONSTRUCTION MATERIALS (IE. STRUCTURES, PIPE, VALVES, FITTINGS, APPURTENANT ITEMS, ETC.). NOTIFY ENGINEER IMMEDIATELY IF ANY CONFLICTS EXIST. IF UTILITY CONFLICTS ARE NOTED, CONTRACTOR SHALL PROVIDE EXISTING UTILITY SURVEY POINT DATA FOR THE CONFLICTING UTILITY TO ERICKSON CIVIL, INC. IN AUTOCAD FORMAT ON THE SAME COORDINATE SYSTEM AND DATUM AS THE PROJECT CAD FILES. CONTRACTOR SHALL COMPLETE POTHOLING WELL IN ADVANCE OF THE NEED TO ORDER MATERIALS SO THAT ADEQUATE TIME IS ALLOWED FOR THE ENGINEER TO MAKE DESIGN ADJUSTMENTS, IF NEEDED. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 14. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 16. CONTRACTOR SHALL REMAIN IN FULL COMPLIANCE WITH ALL APPLICABLE POLICIES, ORDINANCES OR OTHER REQUIREMENTS OF ALL AGENCIES, MUNICIPALITIES OR POLITICAL SUBDIVISION HAVING JURISDICTION. 17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY PIPE TRANSITION FITTINGS FOR PIPE SIZE AND MATERIAL CHANGES. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. CONTRACTOR SHALL CONFIRM ALL EXISTING UTILITY SIZES AND TYPES AT POINT OF CONNECTION TO EXISTING UTILITIES PRIOR TO START OF WORK. 18. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS, EQUIPMENT AND WORK PERFORMED FOR A MINIMUM PERIOD OF TWO (2) YEARS FROM THE DATE OF ACCEPTANCE. 19. ALL WORK PERFORMED IN THE PUBLIC RIGHT-OF-WAY REQUIRES THE CONTRACTOR TO OBTAIN A WORK PERMIT FROM THE ADA COUNTY HIGHWAY DISTRICT 24-HOURS PRIOR TO ANY CONSTRUCTION WITHIN THE RIGHT-OF-WAY. NO SEPARATE PAYMENT SHALL BE MADE. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND TRAFFIC CONTROL PLANS REQUIRED FOR ALL WORK ASSOCIATED WITH THE PROJECT. CONTRACTOR SHALL OBTAIN NECESSARY TRAFFIC CONTROL PLAN APPROVALS FROM THE APPROPRIATE JURISDICTIONAL AGENCIES AND PROVIDE A COPY OF SAID APPROVED PLAN TO ENGINEER. NO SEPARATE PAYMENT SHALL BE MADE. 21. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND SHALL NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING WORK. 22. ALL LOGS, STUMPS, ROOTS, BRUSH, VEGETATION OR OTHER DEBRIS NOT SUITABLE FOR STRUCTURAL FOUNDATION SHALL BE REMOVED FROM CONSTRUCTION AREAS. THICKNESS OF TOPSOIL TO BE REMOVED MAY BE ADJUSTED BY THE OWNER'S GEOTECHNICAL INSPECTOR BASED ON ACTUAL FIELD CONDITIONS. ALL TOPSOIL FROM DISTURBED AREAS SHALL BE STOCKPILED ON SITE AS DIRECTED BY OWNER, ARCHITECT OR PROJECT ENGINEER. STOCKPILED MATERIALS THAT ARE NOT USED ONSITE SHALL BE HAULED OFF AND DISPOSED OF BY THE CONTRACTOR AT THEIR EXPENSE, AS DIRECTED BY OWNER OR ARCHITECT. 23. ALL AGGREGATE COURSES OR SURFACES SHALL CONFORM TO THE REQUIREMENTS OF DIVISION 800 OF THE ISPWC. 24. CUT AND FILL SLOPES SHALL BE PER PLANS. IN NO CASE SHALL ANY SLOPE BE STEEPER THAN 3:1. (HORIZONTAL:VERTICAL) 25. CONTRACTOR SHALL MAINTAIN ACCURATE AS -BUILT PLANS THROUGHOUT THE DURATION OF CONSTRUCTION. NOTE ALL EXISTING AND NEW INFRASTRUCTURE HORIZONTAL AND VERTICAL LOCATIONS, TYPE, DEPTH, MATERIAL AND SIZE AND PROVIDE THE AS-BUILTS TO ENGINEER FOR RECORD DRAWING PREPARATION. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 26. ALL PEDESTRIAN RAMPS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE TRUNCATED DOMES PER ISPWC STANDARD DRAWING SD-712. DOMES SHALL BE CAST INTO CONCRETE (ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED TRAFFIC YELLOW. ALL PEDESTRIAN RAMPS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT A.D.A. STANDARDS AND ACHD STANDARDS. 27. RETAIN AND PROTECT ALL TREES, SHRUBS, AND UTILITIES UNLESS OTHERWISE NOTED. 28. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AT CONTRACTORS EXPENSE. 29. CONTRACTOR SHALL PROVIDE ALL SURFACE RESTORATION, INCLUDING BUT NOT LIMITED TO HARD SURFACING, LANDSCAPE, AND IRRIGATION REPAIR FOR WORK TO BE CONSTRUCTED IN EXISTING IMPROVED AREAS. 30. PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL VERIFY THAT ADEQUATE CLEARANCE IS PROVIDED BETWEEN PROPOSED FOUNDATIONS/FOOTINGS AND ALL NEW STORM DRAIN, WATER, SEWER, PRESSURE IRRIGATION AND OTHER SUBSURFACE UTILITY LINES. CONTRACTOR SHALL REMOVE AND RE -INSTALL UTILITY LINES THAT ARE CONSTRUCTED WITHOUT ADEQUATE CLEARANCES AT CONTRACTOR'S EXPENSE - NO SEPARATE PAYMENT SHALL BE MADE. 31. CONTRACTOR SHALL RESET ANY EXISTING SURVEY MONUMENTATION INCLUDING BUT NOT LIMITED TO PROPERTY PINS, BRASS CAPS, DISTURBED AS RESULT OF CONSTRUCTION. WATER NOTES 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 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. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 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). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 6. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. 7. ALL WATER LINES SHALL HAVE A MINIMUM 4.0' BURY DEPTH. 8. ALL WATER LINE TRENCH BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE GEOTECHNICAL REPORT. 9. CONTRACTOR SHALL COORDINATE AND PROVIDE TESTING AND DISINFECTION AS REQUIRED BY THE CITY OF MERIDIAN. 7. WATER CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS OF THE CURRENT CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS. SEWER NOTES 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 SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 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. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 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., SEEPAGE BEDS, DRAINAGE SWALES). 5. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL TESTING AND CLEANING AS REQUIRED BY THE CITY OF MERIDIAN. 6. ALL SEWER MANHOLES AND CLEANOUTS SHALL HAVE CONCRETE COLLARS. 7. SEWER CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS OF THE CURRENT CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS. GRADING NOTES 1. ALL EARTHWORK INCLUDING BUT NOT LIMITED TO REMEDIATION, OVER EXCAVATION, REMOVAL OF UNSUITABLE SOILS, BUILDING PAD PREPARATION, SLOPE KEYING, CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, AND BACKFILL, SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS INCLUDED IN THE PROJECT GEOTECHNICAL REPORT UNDER THE DIRECTION AND SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. ALL EARTHWORK SHALL BE OVERSEEN, INSPECTED, TESTED, AND APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. 2. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. 3. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AN FUNCTIONING. 4. IF REQUIRED, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DIVISION OF ENVIRONMENTAL QUALITY IDEQ). CONTACT CRAIG SHEPHARD AT THE SOUTHWEST REGIONAL IDEQ OFFICE (208.373.0557). CONTRACTOR SHALL SUBMIT TO IDEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF PROPOSED BMP'S AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL FREE OF SEDIMENT SAND DEBRIS BEFORE IT LEAVES THE SITE. 5. CONTRACTOR SHALL OBTAIN APPROVAL OF ALL SUBGRADES FROM OWNER'S GEOTECHNICAL ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY FILL MATERIAL. 6. NO WORK SHALL BE PERFORMED WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A SECTION 404 PERMIT HAS BEEN ISSUED BY THE US ARMY CORP OF ENGINEERS. ALL WORK WITH THE WETLAND AREAS SHOWN HERE TO THE REQUIREMENTS OF SAID 404 PERMIT. 7. STRIP AND STOCKPILE TOPSOIL PER THE GEOTECHNICAL REPORT RECOMMENDATION AND DISPOSE OF DEBRIS OFFSITE. THE DEPTH OF STRIPPING WILL VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE. SOIL COMPOSITION INCLUDING SOIL TYPE, MOISTURE CONTENT, AND STABILITY, AND THE WEATHER CONDITIONS DURING CONSTRUCTION. STRIPPING DEPTHS SHALL BE DIRECTED BY THE GEOTECHNICAL REPRESENTATIVE. LOCATION OF STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER PRIOR TO PLACEMENT. 8. STRUCTURAL FILL IS DEFINED BY THE GEOTECHNICAL REPORT. SEE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. 9. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE PROJECT LIMIT OR TO REMAIN, AND WHICH TREES ARE TO BE REMOVED. REMOVE TREES AND ROOT BALLS AS DIRECTED BY OWNER. 10. TOPSOIL AND OTHER STOCKPILE AREAS, TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER BEFORE THE START OF CONSTRUCTION. 11. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. 12. ALL MATERIAL FURNISHED ON, OR FOR, THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES, OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE REQUEST OF AGENCY AND OR THE ENGINEER. 13. ALL EXCESS EXCAVATED EARTH MATERIALS SHALL BE HAULED OFF SITE AND BE DISPOSED OF BY CONTRACTOR - NO SEPARATE PAYMENT SHALL BE MADE. PRESSURE IRRIGATION 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT CITY ROADWAY NOTES 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS -OF -WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. UTILITIES 1. CONTRACTOR SHALL COORDINATE JOINT TRENCH UTILITY CONSTRUCTION FOR ALL UTILITY RUNNING LINES AND DEVICES. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 2. CONSTRUCT STREET LIGHTS IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS. PROVIDE ALL WORK AND MATERIALS REQUIRED, AND CONNECT STREET LIGHTS TO POWER. COORDINATE WORK WITH IDAHO POWER. 3. ALL UTILITY TRENCH BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PER THE PROJECT GEOTECHNICAL REPORT. 4. UTILITIES INCLUDING WATER, SEWER, GAS, CABLE, POWER, AND TELEPHONE SHALL BE PROVIDED AS SHOWN ON THE PROJECT PLANS AND SPECIFICATIONS. CONTRACTOR TO COORDINATE WITH THE RESPECTIVE UTILITY COMPANY FOR UTILITY IMPROVEMENTS. 5. CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANY TO PROVIDE STRUCTURAL BACKFILL FOR ALL UTILITY TRENCHES. STORM DRAIN NOTES 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITO SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR 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 THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED IN WRITING BY THE DESIGN ENGINEER AND ACHD. 3. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN T OF SEASONAL HIGH GROUNDWATER ELEVATION. RE -DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. 4. NO DISCHARGE SHALL BE MADE TO THE STORM DRAIN SYSTEM UNTIL THE SITE IS STABILIZED AND PAVED. THE EXISTING STORM DRAIN FACILITIES SHALL BE PROTECTED THROUGHOUT THE DURATION OF CONSTRUCTION IN ACCORDANCE WITH THE PROJECT ESC/SWPPP PLAN AND AS DIRECTED BY THE CONTRACTOR'S PROJECT RESPONSIBLE PERSON. 5. CONTRACTOR SHALL CLEAN THE STORM DRAIN SYSTEM INCLUDING ALL PIPES AND STRUCTURES ONCE FINAL SITE STABILIZATION HAS OCCURRED AND ALL BMP'S ARE REMOVED. PROVIDE DOCUMENTATION OF CLEANING WITH CLOSEOUT DOCUMENTS. 6. ALL STORM DRAIN TRENCH AND STRUCTURE BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE GEOTECHNICAL REPORT. 7. STORM DRAIN PIPING AND STRUCTURES SHALL BE TESTED IN ACCORDANCE WITH DIVISION 6 OF THE ISPWC. CONTACT ENGINEER 48-HOURS IN ADVANCE TO COORDINATE WITNESS OF TESTING. 8. CONTACT THE CITY OF BOISE, AND THE OWNER'S GEOTECHNICAL REPRESENTATIVE FOR INSPECTION OF THE PRIVATE STORM DRAIN SYSTEM DRAINAGE WINDOW EXCAVATIONS PRIOR TO PLACEMENT OF ANY SAND MATERIALS. ACHD STANDARD NOTES 1. ALL CONSTRUCTION WITHIN THE EXISTING OR FUTURE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE CURRENT EDITION OF THE I.S.P.W.C. AND ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE I.S.P.W.C. WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 2. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAYS. 3. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO THE ADA COUNTY HIGHWAY DISTRICT AND TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK WITHIN THE RIGHT OF WAY. 4. RETAIN AND PROTECT ALL TREES, SHRUBS, AND UTILITIES UNLESS OTHERWISE NOTED. 5. TEMPORARY EROSION PROTECTION OF THE SURFACE STORM WATER RUNOFF DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. COMPLY WITH LAWS AND REGULATIONS RELATED TO STORM WATER DISCHARGES AND SEDIMENT AND EROSION CONTROL. CONTRACTOR SHALL PROVIDE SEDIMENT AND EROSION CONTROL PLAN (SWPPP) TO ACHD IN ACCORDANCE WITH ACHD STANDARDS. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AT CONTRACTORS EXPENSE WITH NO ADDITIONAL PAYMENT FROM OWNER. 7. ALL PEDESTRIAN RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT A.D.A. STANDARDS. SIDEWALK AND PEDESTRIAN RAMP CROSS SLOPES SHALL NOT EXCEED 1.50%. PEDESTRIAN RAMP LONGITUDINAL SLOPES SHALL HAVE A MAXIMUM SLOPE OF 15:1. THERE ARE NO TOLERANCES TO THESE REQUIREMENTS. NEW PEDESTRIAN RAMPS AND SIDEWALKS THAT HAVE CROSS SLOPES IN EXCESS OF 1.5 % SHALL BE REMOVED AND REPLACED WITH NO SEPARATE PAYMENT. NEW PEDESTRIAN RAMPS THAT HAVE LONGITUDINAL SLOPES GREATER THAN 15:1 SLOPE SHALL BE REMOVED AND REPLACED WITH NO SEPARATE PAYMENT. 8. ALL PEDESTRIAN RAMPS LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE TRUNCATED DOMES PER ISPWC STANDARD DRAWING SD-712. DOMES SHALL BE CAST INTO CONCRETE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED "YELLOW". 9. ALL ROADWAY CONSTRUCTION SHALL MEET THE MINIMUM REQUIREMENTS OF ADA COUNTY HIGHWAY DISTRICT OR THE APPROVED CONSTRUCTION PLANS. 10. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE ACHD RIGHT-OF-WAYS, THE PROJECT OWNERS REPRESENTATIVE WILL PARKING LOTS AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. 11. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL: A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50 % OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MACH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. D. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS CRITICAL FACTOR. E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. F. THE ASPHALT CUT LINE IS A 2.0' MINIMUM FOR PAVEMENT PATCHES (INCLUDING DRIVEWAY APPROACHES, AND UTILITY CUT STREET REPAIRS.) PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE ISPWC STANDARDS FOR STREET REPAIRS (SEE SD-301, SD-303, AND SD-806 (MINIMUM CROSS -SLOPE). 12. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY OR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE. 13. FOR SUBDIVISION SIGN INSTALLATION -OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 14. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION. ENVIRONMENTAL RESTRAINTS 1. POLLUTION: COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. PROTECT AGAINST THE CONTAMINATION OF SOIL, WATER, OR AIR BY OIL, FUEL, FLUID SPILLS, CHEMICALS, GARBAGE, DEBRIS, OR OTHER WASTES AT ALL TIMES. 2. EQUIPMENT: EQUIPMENT IS TO BE SERVICED ONLY IN SERVICE AREAS. TAKE MEASURES TO PREVENT SPILLS OF OIL OR OTHER FLUIDS. 3. SANITARY: PROVIDE SANITARY FACILITIES FOR ALL WORKERS. 4. DUST CONTROL: HAVE AVAILABLE AT ALL TIMES ADEQUATE SPRINKLER EQUIPMENT TO ABATE. NO EXTRA PAYMENT WILL BE MADE FOR SPRINKLING OPERATIONS. FAILURE TO CONTROL DUST MAY RESULT IN TEMPORARY SHUTDOWN OF THE PROJECT. PROVIDE ALL WATER NECESSARY FOR SPRINKLING OPERATIONS. 5. SITE PROTECTION: LIMIT WORK TO ONLY THOSE AREAS AS DEFINED ON THE PLANS AND ONLY AS NECESSARY. PROTECT EXISTING SITE AGAINST DAMAGE AND EROSION. 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SWPPP PREPARED FOR THIS PROJECT. 7. THE CONTRACTOR IS RESPONSIBLE FOR NOrS WITH EPA AND ALL STATE AND LOCAL PERMITTING. 8. CONTRACTOR SHALL PREPARE AND SUBMIT (2) TWO COPIES OF THE COMPLETE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) TO ACHD CONSTRUCTION SERVICES AT THE TIME THE RIGHT-OF-WAY PERMIT APPLICATION IS SUBMITTED. ALLOW 72-HOURS FOR ACHD REVIEW AND APPROVAL. C-VIE IDIAN�, APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shalt not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Amanda McNutt Date Jun 15 2021 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans PV the District does not relieve the Registered En e t responsibilities. BY DATE- 06/15/2021 ADA COUNTY HIGHWAY DISTRICT W7e9so _q-- OH -"�Va _2kIT rY N - t a� (L z a 0 = Q U _--veoav��s _ ova _¢e" =80 �B¢ vE -= 3s =`2_0 --- .�N - E V _ - a G O LL N O - U eaa CN o09�Ev � w. IL 1 CONTACT DIGIJNE 48-HOURS BEFORE DIGGING 1-800-342-1585 Z U J (n J � O = m QC0 0 - C7 z Q W y) 0 O �w = U� W O p Ir } u LU Q � 2 _ W � w w ~ z 3 o a S 1 3 1P 6-14-21 �O _Pp qTF OF SS K ER�U�S • 11 C\1 Li L a ❑ - z O &s n w da � r< w �k z 0 W J�1. 0 5 T w Z > U v K a m zm w a of xJ(. z a'O W wau a a ❑ JOB NUMBER: N IDB2096 WDATE: 6-14-21 SHEET NUMBER: O ti W w w C1.1 V IL APPROVED oh1E �22 FU NMWR: rasaoa CP&F NO. 2019-092670 S 1 /16 M N o L w z J Zao M w O 0 z —35 36 CP&F NO. 109109699 w N 1� Mj T M Z UNRECORDED ACCESS EASEMENT LEG' I 1I I A D BY NOR IIII R Il b I IE. NO EASI .II N ':;HED, SOL A EtGAL DESCOP 1, PREF iED BY TEALEY OE �4/12. UNKN ,VVd AS TO WHFTI FR AN EASD%'-\ ACTI,A 'f GRANTED AND/OR RECORDED A mE \ 2572 — 1 \ NO CAP / CP# 4 / DESC: 5/8" IP / / / N:718569.8300 E: 2450066.8590 i EL: 2571.285 NGRESS/EGRESS EASEMENT, INST. NO. 8410723 N 00 v I \ % 7729 \ CP# 5 DESC: 5/8" IP IN: 718503.2305 E:2450358.6929 / i -- li i WI - 1 PARCEL NO. w ® SO436336156 II � AREA-- 7.58 AGES III N /EXISTING CONCRETE DITCH \� CP# 3 \ DESC: 5/8" IP IN: 718064.9318 E:2450063.8349 - I -- --- EL:2572.282 NO CA' j II �/ 'III ^ti I I I by 1 I I 1 I II 1 II 11 i EXISTING CONCRETE DITCH / I EXISTING IRRIGATION DITCH CP# 2 DESC: 5/8" IP N: 717779.5954 I' E: 2450062.3927 ' \ EL:2572.463 - EXISTING CONCRETE DITCH IIL - /--2573---� g rg / vv� CP# 1 \ DESC: 1/2" IP N: 718186.0029 E: 2450555.7666 i.. EL: 2571.935 ti wt - S 5292 1 1 1 i a,l I- I ' C, N N O l i I I N I I IIII I I li I I 1 II / I II i WIII 1 I\i I I\ I / d / ` \� /EXISTING CONCRETE DITCH ACHD SLOPE EASEMENT, C NST. N0. 2015,Q81466 -- --/ \----- — - — — 1• w - INST. N0�08-f465 _-251 06 55 4 fir--_ 4 - _--_-- - BASK OF -BEARING N TOPOGRAPHIC SURVEY 0 50 100 FEET m 1331.09' 36 W 1/16 1 CP&F NO. CP&F N0. 2017-120067 2017-120066 LEGEND • FOUND 1/2" DIAMETER IRON PIN ® FOUND 5/8" DIAMETER IRON PIN FOUND ALUMINUM CAP MONUMENT Q FOUND BRASS CAP MONUMENT ❑ CALCULATED POINT PROPERTY BOUNDARY LINE ADJACENT PROPERTY LINE EASEMENT LINE AS NOTED - - - - SECTION LINE ---------- CENTER LINE .............................................................................. SURVEY TIE LINE FENCE LINE - - - - - - - - - - - - - CONTOUR LINE - - - - - - - - LATERAL/IRRIGATION DITCH IRR GRAVITY IRRIGATION LINE so STORM DRAIN LINE r TELEPHONE LINE E.D. FIBER OPTIC LINE oiip OVERHEAD POWER LINE P UNDERGROUND POWER LINE roe TOP OF SLOPE TOE TOE OF SLOPE EG EDGE OF GRAVEL EP EDGE OF PAVEMENT w WATER LINE ss SEWER LINE RWL RECLAIMED WATER LINE GAS— GAS LINE CURB AND GUTTER CURB PEDESTRIAN RAMP LANDSCAPE BORDER B GAS MARKER �>eE STREET LIGHT • ° ° SIGNAL POLE o MAILBOX ® SIGNAL JUNCTION BOX © POWER BOX ® CATCH BASIN AIR CONDITIONING UNIT ' AA RAILROAD CROSSING ARM/SIGNAL d SIGN o TELECOMMUNICATIONS RISER t POWER POLE O WATER VALVE FIRE HYDRANT — GATE �❑ IRRIGATION STRUCTURE ® ORCHARD VALVE OO MANHOLE BENCHMARK GROUNDWATER MONITOR WELL S6 J DECIDUOUS TREE EVERGREEN TREE/BUSH DECIDUOUS BUSH 00 TREES INVENTORIED BY CITY FORESTER THAT WILL BE REMOVED AND REQUIRE MITIGATION 00 TREES INVENTORIED BY CITY FORESTER THAT WILL BE RETAINED AND WILL NOT REQUIRE MITIGATION C w y CL Q U PA. u 3 a � 0.2 LL C1 = O L) Q N 2 C5 iL mwa o� m 1 CONTACT DKNLJNE 48-HOURS BEFORE DKXMG 1-800-342-1585 J Z O J (n � O � = m � Q 0 U) Z Z Q W 2i 0 O OfW = L) w O [If i Q w H = _ H LLJ w w w ~ z o a FyG� �Sg�ONAL G\ST yFF Q� Jj 6-14-21 20 9pSST� OF 05 • co Li c 2 W a ❑ -- 0 Oz o z 7,A Q m O�$ Z ao Y/ ❑ y o o Y U K Uxx. Z wau O w a a ❑ QL JOBNUMBER Q t7 IDB2096 O DATE: 6-14-21 OSHEETNUMBER: ti w w x P C1.2 D APPROVED ChM, �22 fIENUABFA: rasaoa 0 1 1 --- -- -- — — _---- -- - — — N DEMOLITION PLAN 0 50 100 FEET 5 ww® rnTM ucaws ------ V--e Keyed Notes O 1. EXISTING TEST PIT (5 TOTAL) RE -EXCAVATE TEST PIT TO NATIVE GROUND AND BACK FILL TO MEET STRUCTURAL FILL SPECIFICATIONS PER THE GEOTECHNICAL REPORT. THE OPEN EXCAVATION SHALL BE BACKFILLED WITH COMPACTED GRANULAR STRUCTURAL FILL PER GEOTECHNICAL REPORT (6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95 MAX DRY DENSITY PER ASTM D1557). BACKFILL SHALL BE WITNESSED AND TESTED BY OWNER'S GEOTECHNICAL REPRESENTATIVE - CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING. 2. SAWCUT AND REMOVE EXISTING CURB AND GUTTER - SEE KEYED NOTE 11 FOR COORDINATION REQUIREMENTS WITH OWNER AND PROPERTY OWNER TO THE NORTH. (SEE ROADWAY PLANS FOR ADDITIONAL REQUIREMENTS). 3. REMOVE EXISTING FENCE. 4. COORDINATE REMOVAL OF EXISTING WOODBURN WEST FENCE WITH OWNER AND WOODBURN WEST SUB. HOA. 5. REMOVE EXISTING TREE - TREE REMOVAL SHALL NOT OCCUR UNTIL TREES TO BE RETAINED AND PROTECTED ARE CLEARLY FLAGGED IN THE FILED BY OWNER. 6. REMOVE EXISTING CONCRETE DITCH - RETAIN & PROTECT OFFSITE CONCRETE DITCH. COORDINATE DITCH REMOVAL WITH OWNER AND DOWNSTREAM WATER USERS. PROVIDE TEMPORARY FACILITY FOR CONVEYANCE OF IRRIGATION FLOWS THROUGH THTE SITE DURING CONSTRUCTION - IRRIGATION WATER SHALL FLOW THROUGH THE SITE AT ALL TIMES. 7. EXISTING OVERHEAD POWER TO BE REMOVED - COORDINATE WORK WITH IDAHO POWER COMPANY. 8. REMOVE EXISTING SIGN. 9. RETAIN & PROTECT EXISTING TREE. 10. RETAIN & PROTECT EXISTING LANDSCAPING AND IRRIGATION. 11. EXISTING PAVED APPROACH AND GRAVEL DRIVEWAY THAT IS CURRENTLY BEING USED BY LAND OWNER TO THE NORTH - COORDINATE WITH OWNER REGARDING DEMOLITION/RELOCATION OF EXISTING GRAVEL DRIVEWAY. 12. SAWCUT AND REMOVE EXISTING CURB AND GUTTER - (SEE ROADWAY PLANS FOR ADDITIONAL REQUIREMENTS). Notes 1. ALL DEMOLITION IS INCIDENTAL TO THE WORK. 2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, AT CONTRACTOR'S EXPENSE, TO COMPLETE ALL WORK. WORK TO BE COMPLETED WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A PERMIT FROM ACHD. 3. ALL TRENCHING AND BACKFILL FOR REMOVAL OF TEST PITS, TREES & ROOT BALLS, AND OTHER ITEMS TO BE DEMOLISHED, SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE PROJECT GEOTECHNICAL REPORT - CONTRACTOR SHALL COORDINATE COMPACTION TESTING AT A FREQUENCY TO BE ESTABLISHED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. MATERIALS USED TO FILL RESULTANT EXCAVATIONS SHALL BE 6" UNCRUSHED AGGREGATE BASE PER ISPWC, COMPACTED IN 12" MAX LIFTS TO 95 % MAX DRY DENSITY PER ASTM D1557. 4. COORDINATE WITH OWNER AND LANDSCAPE ARCHITECT TO CLEARLY MARK TREES TO BE REMOVED, AND TREES TO BE SAVED PRIOR TO THE START OF DEMOLITION. 5. SAWCUT EDGES AT PAVEMENT MATCH LOCATIONS SHALL BE SHARP, CLEAN, UNDAMAGED EDGES. DAMAGED ASPHALT PAVEMENT EDGES SHALL BE RE-SAWCUT PARALLEL TO THE SAWCUT LINES SHOWN WITHOUT JOGS OR NEW ANGLE POINTS. NO SEPARATE PAYMENT SHALL BE MADE FOR ADDITIONAL SAWCUT OR PAVEMENT REPAIR. EIDI� IANI _-- APPROVED FOR I\ DAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as aNN,ved unless ape i'ically addressed in writing by thu City. Any N, uNused revi—, I LU Lhese plans must be submitted fo, ,vv and c�l1IP1161 — VVIGI Ll - v—idian City Standards and SpeL111-1-is before iu — —i i 11—ucted. Name Amanda McNutt Date Jun 15 2021 0' z o 00 0 y CL Q U E u- 3 a � , 0 0 LL C1 = O 0 u V Q a mwa_o� m i CONTACT DKNLJNE 48-HOURS BEFORE DKXMG 1-800-342-1585 U z O J J U) � O = m QW 0 Z Q W 0 0 O 0f W = L) W O 0 [If } Q ui UJ � 2 _ W W w w ~ z 0 a FyG� �Sg�ONAL G\ST yFF Q� 3 Jj 6-14-21 20 9pSST� OF CD CD 00 C • co M Z a - 0 > it z - 6 z rc < >mm w Z > v a z < m z� ❑ °moo J U Y N ro U `. z wau Z O w K a a ❑ O JOBNUMBER: J IDB2096 DATE: 6-14-21 CO C W SHEETNUMBER: w w ° w x C1.3 I I I t TDE APPROVED / \ 5 6 �� iOP. T 6 TOP P Top \� ;, \..\ FG-MATCH:2569.39 t FG-MATCH:2572.33 Legend z '� oa OP r \ FG-MATCH: 2571.44 -257& - ° 6 • v %' , \ e/ a= w_ a= n w a a a O a o \ - _ �_ - FG-MATCH: 2571.32 FG-MATCH: 2571.29 T I \ o u w o a �Hlseis _3D1,-\FG FINISHED GRADE oy a2PI 4PI 4PI 2 4PI C\ �) EX-GND: EXISTING GRADE cW w c= o 0 0 N : or 3 \ / FG-MATCH:2571.82 .\ •a t..I I / \ o 0 3 y � o 3 \ TOE: FINISHED GRADE AT TOE OF SLOPE / I--------�---- -------�----------- r C` FG-MATCH 2571.33 4 FG•MATCH:2571.04' // I a\° '7 \ ^/..,. \\ C .\ �I I l-"t TOB: FINISHED GRADE AT TOP OF BANK 1 .. .. N - - - - - ---I- �_ 1 zs' I r/ I I 1-7 \ \ 1\ I 7 MATCH: MATCH GRADE o0 8 /\2513 �\?rl i 'I 1 CON: FINISHED GRADE OF CONCRETE /\\ %\ ,Qaoaaoaaoaaoaao< 257a / FL: FINISHED GRADE OF FLOW LINE A� i i I i V,V , ?i 1 A ..751 11 1 1 I I ' 9 i GRADING ADJACENT TO CONCRETE PAVEMENT GRADING ADJACENT TO ASPHALT PATHWAY ei _ I ti v Keyed Notes O --2571-- 2-2 ,9 1-2 `\� FG: 2572.72 ,__� 0 1. GRADE BREAK. GRADING ADJACENT TO ASPHALT 5-2 j 4-2 1 4 1 3-2 \ \ - /' - / 2 1 / \ rn v / /- 2. MATCH GRADE AT PROPERTY LINE. FG:2572.45 I 1 \ PATHWAYS AND CONCRETE PAVEMENT 1 I i-- 3. RETAIN & PROTECT EXISTING WATER. �z6.0%. \ gW �' 1 I/ 5-a s/es GD.1 \ `\ 4 4. MATCH EXISTING GRADE AT TREE EASEMENT FG: 2573.19 I '. I a N:718501.81 / 11 tiP 11 111 \V A LINE. �FG-MATCH:2571.37 E:24502622.2J FG:2572.30�8 I 1 \ \\\\ \ \ / 5. RETAIN & PROTECT EXISTING TREE. 6. RETAIN & PROTECT EXISTING LANDSCAPING. FG:2571.60 t1/ I RIM:257420 7. MATCH GRADE AT EXISTING SIDEWALK. N \ \ 8. 5" THICKNESS CONCRETE SIDEWALK PER \-257 ISPWCSD-709. m�l _ 4 - Grading Notes r' 4, �\\ - - - ®'• / FG2573.00 \ I 9. CONSTRUCT SWALE FLOW LINE WITH POSITIVE 1 TH n L FG:2571.09 gW fi \ \ o I \ N: 718465.40 , \ DRAINAGE TO DRAINAGE WINDOW. I R �. I E:245o366.074 \ \ ALL EARTHWORK INCLUDING BUT NOT LIMITED TO REMEDIATION, OVER EXCAVATION, REMOVAL OF 4P1' IF 2570.87 :. / 2571 10. CONSTRUCT DRAINAGE WINDOW - EXCAVATE UNSUITABLE SOILS, BUILDING PAD PREPARATION, SLOPE KEYING, CLEARING, GRUBBING, EXCAVATION, FG: 2571.07 FG: 2570.62 •' ' FG: 2573.61 \ / \ \ \ \ MATCH 2573.00 ... ��/ gW L AND � FG-MATCH: TO GRAVITY IRRIGATION PIPE BEDDING FILL EMBANKMENT AND BACKFILL SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS / / \....s WITH 2" CLEAN DRAIN ROCK TO FINISHED REQUIREMENTS INCLUDED IN THE PROJECT GEOTECHNICAL REPORT UNDER THE DIRECTION AND - - - /'� \ - - .. '• •. •';•, •^ � . ` •' , •. '• � -2�s% \ � \ \ \ \ GRADE. SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. CONTRACTOR SHALL OBTAIN A BW ESQ` \ I OD�p`N \ s \ 11. GRADE TO PROVIDE POSITIVE DRAINAGE COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. ALL EARTHWORK SHALL BE n1A1 W.w v \ / �Jr 11 11 \ FG-MATCH:2571.56 3. IF REQUIRED, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION - - - S se FG 2571.47 \ \ \ \ \ PERMIT FROM THE IDAHO DIVISION OF ENVIRONMENTAL QUALITY IDEA). CONTACT CRAIG SHEPHARD AT THE SOUTHWEST REGIONAL IDEQ OFFICE (208.373.0557). CONTRACTOR SHALL SUBMIT TO IDEQ A - - - a \ \ \ \': 11 a� \ \ \ / DEWATERING PLAN WHICH OUTLINES THE LOCATION OF PROPOSED BMP'S AND THE SEQUENCING OF THE FG-MATCH:2571.10 \ \ v ,s•?%II \ \ \ \ 60 7 DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL FREE OF _ _ FG 2570.72 FG 2571.15, \ \ 1 SEDIMENT SAND DEBRIS BEFORE IT LEAVES THE SITE. ' FG 2570.83 FG: 2573.06 �`�\! 1I \ N 00 ' FG:2571.19 4. NO WORK SHALL BE PERFORMED WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A SECTION 404 PERMIT FG:2570.95 `< \ \ \ \ra \ 11 HAS BEEN ISSUED BY THE US ARMY CORP OF ENGINEERS. ALL WORK WITH THE WETLAND AREAS SHOWN Q 5.00 • �< \ \ \ 2-6 °m A I \\il - 1V1A \ k S ` I HERE TO THE REQUIREMENTS OF SAID 404 PERMIT Z371or ryryh, FG:2571.09 \ \ \ I : \ \ \ 11 1 FG: 2571.14 5. TESTING SHALL BE PERFORMED PER THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT N:716398.89 AND RECOMMENDATIONS PROVIDED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. \ t - E: 2450390.094 _ a 1=3 v 00'< : \4 \ \ \ \ \ \ 6. THE SUBGRADE WITHIN THE ROAD RIGHT OF WAYS SHALL STRIPPED, COMPACTED, INSPECTED, AND PROOF a \ g \ �\ ROLLED WITH A HEAVY RUBBER TIRED FULL LOADED TANDEM AXLE TRUCKITRAILER, OR EQUIVALENT, - FG:257os6 PRIOR TO PLACEMENT OF FILL MATERIAL FILL MATERIAL WITHIN THE ROADWAY AREAS SHALL BE pp a 1 \ \ FG.2571.17 COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY OF THE SOIL PER ASTM D1557. \ \ 4-6 i \ 6„ - <� \ \ s 4� 11" z FG: 17 .1 93 7 THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE FG-MATCH:2571.61 :FG:2571.38 I \ \ 1.o0^k / PROJECT LIMIT OR TO REMAIN, AND WHICH TREES ARE TO BE REMOVED. REMOVE TREES AS DIRECTED BY S 243% \ \ \ � \ \ \ \ 13 FG MATCH 2571.47 OWNER. 1 a \ \ \ �� 17 CON 2571.56 MATCH 8. TOPSOIL AND OTHER STOCKPILE AREAS, TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER r ,FG:2572.48 Q BEFORE THE START OF CONSTRUCTION. \ 0 \ N: 718360.44 \ FG.2572.27 �P� 1 / E: 2450421.349 9. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. 2-3 I \ CON: 2571.59 MATCH " 'A 10. ALL MATERIAL FURNISHED ON, OR FOR, THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE \ \ \ :( � ' � ,�,> �_ �` - /1 N: 716355.59 I m I \ \ FG:2572.06 �P�' o / \ \ \ 9 E:2450422.581 APPROVING AGENCIES, OR AS SET FORTH HEREIN, WHICHEVERISMORE RESTRICTIVE. CONTRACTORS / B R THE ENGINEER. N: 718355.77 o.a3i° { 1 MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT FG-MATCH:2571.65------------- FG2571.85 %' - �/ E2450414.437 11. ALL PEDESTRIAN RAMPSS AL51 THE REQUEST OF AGENCY DLOCOMPLYWITHADASTANDARDS. THE LONGITUDINAL SLOPE OF 1 FG:2571.55 \ ' 'o\\ PERPENDICULAR CON 2572 \ r \ \1 PEDESTRIAN RAMPS SHALL NOT BE GREATER THAN 12:1; THE CROSS SLOPE MEASURED -- Lh m ,p D✓ CON:2572.23 N: 718348.89:257237 r \ 11 \ TO TRAVEL SHALL NOT BE GREATER THAN 2.0 % - NO TOLERANCE IS ALLOWED ABOVE THE MAX - - - 0.30%- - _ - - CON: 2571.63 \� ° -C N:257 .2 E: : 804 W \ \ 1 LONGITUDINAL SLOPE, OR CROSS SLOPE. NON COMPLYING WORK SHALL BE REMOVED AND REPLACED AT r - - - - - - N: 718311.10 ' c ' ' 1 � E: 2450329.422 4. t � I 111 11 \ � 7 E:24502111 to ���1� 1 CONTRACTOR'S EXPENSE. 23 12. ALL PEDESTRIAN ROUTES, AND SIDEWALKS SHALL COMPLY WITH ADA STANDARDS. THE LONGITUDINAL coy:zs7z.6a s bs n I _ - o ;emu"` CON:227.20 Ak ����. SLOPE OF PEDESTRIAN ROUTES (EXCLUDING CURB RAMPS) SHALL NOT BE GREATER THAN 5.0 3-3 1 I CON:2571 62 I 1^� .284.036 " III\ v 11, yA \ FG 2571.56 / MEASURED IN THE DIRECTION OF TRAVEL; THE CROSS SLOPE MEASURED PERPENDICULAR TO THE E:2450 m 1 1'.� �� \ FG•MATCH:2571.01 DIRECTION OF TRAVEL SHALL NOT BE GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE MAX. I ' oiCON:2571i49 v CON:2571.87 LONGITUDINAL SLOPE OR CROSS SLOPES. NON COMPLYING WORK SHALL BE REMOVED AND REPLACED AT ' N: 718316.18 1 E 2450248832 �VA��N 1r 10 CONTRACTOR'S EXPENSE. FG-MATCH: 2571.90 - - - - - - - - J FG: 2571.73 �4'•' � 1 '. �.r - T<> ' ' V A \ v A W 41 13. PROVIDE 1-FOOT WIDE FLAT LANDING IN LANDSCAPE AREAS ADJACENT TO ALL SIDEWALKS. i -0.n% B ,b59 -> r �4002 FG.2571.10 -- -- ~- - -- �0, a`1' 4PI 4PI* - ° 1001' ',,.\ \ \ .2572.18 4PI 4PIS -50°o FG-MATCH: CON 257214 1 -� CON: 2572.14� I.� A -0.20% FG:2570.94 f ,)<, I \ \ FG: 2672.32 - - - FG: 2572.40 -0.98% 7 o FG: 257199 �P FG:2571.93 1 4-3 I I s�, ) �\ 1\ 1 I\\\\\• 1Q.5° I 1.2%s�1�R�1� qe <�7�1�#I • A �\\ i I I I � FG: .257O1.76 A G MV A\TCH: 2572.36 82T 10�A 2 61I\ FG-MATCH:257207 -- - - -- FG:2571.90 CON 257214 CON-MATCH:2572.54 :2514 CON: FG: 0.17% CON.2572. 7 - - - - - - - - - - '- - - - - - - - - P / ' CON: 2571. A I / 1 1 �a -.�'� v FG-MATCH:2572.66 ?S 00 p 5-6 1' CON: 2572.14 I N I I 6-8 8 �\�. - \\\ 8 F1 2572.00 1 5-3 I rn CON: 2571.92 - 1 •, 11 g \ ..- \ - _ .1,,19 1 I I ti ... 2572 yt FG 2571.81 14 e \\�- I_ 4GY FG-MATCH:2572.62 a ) CY O ) - I FG 2571.67 I �ielt•�A\ \ - RIM: 2571.40 -�� 11 - 2571- V 91, FG MATCH, 2572.46 I 2571.20- FG-MATCH: 2572.09 - - - - - - - - - - - - - - - - - FG: 2572.07 -0.02% J° ) CON: 2571.72 8ry \\ \ � � � \FG: 2572.14�- %; ,?3vvN:7lazas.00 kI 2450555781�OVERED WIT1i DEBRL` ' \ FG: 2572.11 ` I 15 00 \ - - - - - - - - - -25ss 2567_ - - - -0.55% NU V r \� IS -- --- ---- --- IL CON:2571.612 \ _ IF257o \ 25 25ss _ 6-3 co / FG: 2572.06 �-... - --_ (n Fr- Y572.07 ` ' FG.2571.82 w; FG2571.65 - __ -i Plans Are Accepted For Public - FG-MATCH: 2572.13 j FG-MATCH: 2572.19 - - - - - - - - FG: 2571.87 8W .. 57 . F . 2572.11 4PI FG. .60 Construction - FG:257149. \ 1 FG•2� 1684nG• •2572 `. I. F - _ -0.32% 8W 8W 8W gyy - ` _ - - - - ! - Street nstructi n - - - v ---BW 8W 8W \ / _ -0.80% -4.71% 1 SEEN "EMEMEMENEEMEN / /: J--------------------� --2572 ,. --- 5 / / /�-- 1 / W. HOMESTAKE ST. FG: z5ns ■ ■ 1� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1ri ■ ■ ■ \ - 1 By stamping and signing the improvement plans, the Registered I I � I Engineer ensures the District that the plans conform to all District q■■■■■ 1 policies and standards. Variances or waivers must be specifically ■ ■■■■■■■`■/■■■■■■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■■■■I and previously approved by the District in writing. Acceptance of MATCH LINE SEE SHEET GD.2 the improvement plans the District does not relieve the ICI Registered En t responsibilities. GRADING PLAN - AREA A BY DATE- 06/15/2021 0 20 40 ADA COUNTY HIGHWAY DISTRICT FEET 00 LL F 0y IL QU E U 3 a � O O LL U O N ' a N � N 0 o U Q w 3 a mwa o� m i CONTACT DKNLINE 48-HOURS B3EFOF E DKXMG 1-800-342-1585 J Z O J (n � = m QU7 0 U) Z Q W 0 0 O OfW = L) W O 0 [If } Q u W � 2 = r H u1 W w ~ z o a FyG� �Sg�ONAL G\ST yFF Q� Jj 6-14-21 20 9pSST� OF R��Sp� • 000.2 Q a ❑ - z 0 W o W 19 r U Z Q Z � J O� w9 >m° w Z > Z J o °moo a 0 �Y��m U-x Z w a Qu /A O w Z a a ❑ NUMBER: QJOB a IDB2096 DATE: 6-14-21 SHEETNUMBER: w w w u, GD.1 MATCH LINE SEE SHEET GD.1 ■ ■ ■ ■ � ■ �tffttfFffffrtr■#rrr««<� ■ ■ ■I ■ ■, ■ � APPROVED I 71 ■ ■ 1 ■ 17 A..t ■■7 ■ ■ 11111112 1 ■ ■ ■7 1 ■ ■ ■7 � SD 12SD &D// �■■■■■ 12SD l� 8yl, ILLNUAFA:msaem,° I7-3 I / � � ' FG- 2571 4ep \ I I J F2571.97FG-MATCH: 2572.3- - - - - 4PI44P�pl FG:2571.80 4PI G: 2571.67 _4PI 4F-0.72% PI \ / FG: 2571_87- - - - - - - ...{......... .. ..I f _ -----� �i FG: 2571.70 FG:257163 //1-5 10-5 \\ \\ 8-3 / I •" / \ / 1 \/ I - - - - I FG-MATCH: 2572.34------ :- - - - - - - - - -- 1 ' . FG: 2571.69 _ - - i -1.00% / - - - - - - - - - ---�--------------- S FG: 2512.67----- / -0.79% \ -0.63% .'• I _I--7------------ �FG: 2571.89 -J I N I 2-6 f-- 2572 - -// 9-5 I9-3 I I ----- 1--------I--t00%----------I L----------------------- a ( FG-MATCH: 2572.21 - - - - - - - - - - J ° - ; T' - -I - - -0.78% - \- - - - FG: 2571.87 I - - - - - - - - - - 7 - \ -0.33% FG: 2571.85_------- I - - - T N •. �--- -----� FG: 2572.84-- --------- .',FG:2572.06 1 0 FG -MATCH: 2572.21--------\--- -----J ,-_: / l -2572- `--2572-- 3-5 I III 8-5 I° 10-3 \ I / �, 1 1 � I // ��// 1 1 y L---- I\ 7------------------I s ---- FG-MATCH:2572.24------------------- \ ,-.:- ---�-- ------� Z �'`f - - - - ��-------------------- S �FG:2573.00---- -0.77% 700% / -0.20% \ ,:. - - - - - - - - - - - - - - - - - _ l / r--�------- T FG. 2572.24 00 m \ ^ti 11-3 I I 4-5 �' g 7-5 I � I � I I I FG.257316 L- - - - - - - al N 1 I F_G-MATCH: 2572.51- - - - - - - J '` FG: 2572.19 - - - -0.32% o FG: 2572.17- - - - - - - - - ........... ------------------� ..5.......... -o----------------------- '..FG:2572.41 - - - - - - - - - - - - - - - - - - - - - - - - , ' I Iv 5-5 6-5 -'•FG- FG-MATCH: 2572.52 2572.51 12-3 In FG:2\72.25 IN _U �: - - - - - - - - - - - - - - - - - - 1 L - - - - - - - - - - - - - - - - - - - - J / cchh FG:2572.81 I \ \ 05 CON: 2572.43 FG: 2572.41 FG: 2572.17 \ / CON: 2572.52 �\ �j1 ' �.t -2003 w CON:2572.12 • ..... I I ��111 / 1 T �" I `� I o 7 FG 2571.86 FG 2572.20 FG 2572.53 J 13 / 4 I oo � 8W i imJ \ 5 ��S 8W 8-8W-B.W...... 8W : 8W' . .. 8W 8W 8 . FG:257211 II * O ..................I� J 5 ' '�'"r' J CON: 257206 a CON ...... 7 s� ...2572 W. SANTIAGO ST. CON:257261 -041%v,` 6 • a 0 I ° -� \ C0�1.99 S8 S8 S8 S8 _ vFG-MATCH: 2572.63 _ • - - .°. S8 1 i _ '14-3 .i.N �/ BW` - - FG: 2571 71 gt 3 0 ✓//[��/ o r5l -..`SW:`CON: 2572.21� ... ... CON: 2572.81 . - 1 .. :: . 3 .a.,..-' � -0� .-0, 41% .r.•:: FG: 2572.01 , I - P � I f �■■n■■■■II■■■■■■■����■■■��■■■■■■■■■,■■■■■■■■■t - - - - - - - - - - - - - I FG-MATCH: 2572.80 - r----1.03% I / r FG: 2571.74 - - I \ I 8-6 2511/ � ' I I ra_----------------------JCFG-MATCH: -0.62% FG:2571.88-----------------------,2572.43 9-6 ,I I I � I I •'•' - - - - - - - - - - - - - - - - - - - - - - - - FG-MATCH: 2572.55 • - - - - - - - - - - - -0- - - - - - - - - - - - FG: 2572,11 � I II I I 10-6 I I .•n I L------------------------J I _FG-MATCH: 2572.59 -0.36% - - - - 1 FG: 2572.23----------------------- I I I I I � I I 11-6 �^ I- 2 ------------------------1 FG-MATCH: 2572.50 I -0.10% FG: 2572.40---------------------- I .••° I I 1 I I I I 12-6 FG: 2572.53 \ I \ - -.�... 2573 ...._ . _.T J a •.\ FG: 2572.97 .. ........ 1 FG:2573.30 - - - - - - 8W 8W 8S 8S - 8S ga - IG:2572.53 FG-MATCH: 2572.74 CON: moo, FG: CON: FG:2572.11 FG:2571.90 FG:2572.07 25-iL-mc I - - - - - CON 2572.46 - - - - - - - - - - r I- - - - - - - - FG: 2572.23 - - - FG: 2572.40 - - - - \ i �- - - �I I I 2571 *oe I - - \ 5 . II _2 2__ I I I \�---�V _`FG:2572.97------- --- ! I'"..` II I I I I I I I I ---- / III I I I \ I FG: 2572.98 I- / - - - z573� III I I / I 15-3 n-3 1� 1 1 1� 1 }e l \\ I}o If = 1 I .. Q i........................16-3 .......I 18 L \ ' 1 I -3 1 19-3 20 } / / � II 21-3 22-3 2-4 3-4 i/' -- - - 2573 1 1 \----- // j I I I I /I � I I I 1 I / I I I I - -- 4573 - 1 --\✓/- 1 I I I I j FG-MATCH: 2573.12 I TOE: 2573.32 / ,251 I I 1 Z \ / TOE, 2573.42 TOE: 2573.01 I / i I I 1- FG: 2574.42 FG. 4.0 ° ` I • 257 J TOE, 2572.81 I 1 FG: 2573.43 FG: 2574.39 _ _ I / TOE: 257297 I \ I FG: 2575.50 ----- ,----/ ---1- 1 / TOE:2573.14 I / / 1 ....{.1....L................`......... ,..,..,2574....... .....�.............._\.................. 1... ... ......._t---- .. ..-.._.._..-_...,,... ..-T.-.-....._-!. ...--.-.-:.,r .-. TOE:2573.30 / FG:2574.34..... 1.. . ....TOP:2576.38 ..-2575Lm TOP: 2576.65-4f TOP: 2576.75.... ...... N. .. .... _... .......✓ ...p. .... 2573 .... ..e . .. ... ........ ........ - - - - - - - - ............ '.,' _I .... ..... ..�Si ....!2 .. .. ..... \.... y .. .... TOP: 2576.34 ..... .. .. .. .. .. .. ..... ......... .. ... « PI TOP: 257614 4P _ - - tih .....).,...".-'.'.,..` 4J .. .. .. 25 57663 .. .... ...I. .. ....... ... . ..2574 n ... ..� _ FG: 2574 02 .�^. ..4 TOP' 2576 30 \ I . .,,, � ...TOP•257647 �.. 754�P.1 � TOP:2 � � � � -- � a, . y� " � TOP:2517 25 {...................................T............_.................... .. .. ............................. ................................................................ °7 \ �+ ....4P.1 4PI '2575 ........................... /...................................... 4PI - : TOP: 77. 7 ...........2576.�.................U........ .. 7� 0 Opp 0 5....5..,21- r-L.•, r .... ..................................................................................................o .__.................... J� 2576.._.�..........P.L................ ...... 4 .. ............................. TOP: 2577.20 ...... ........................•7 ve.................................. 2576.............�....................................................................................................................................... .° � - , ...:...a ^7� / I FG-MATCH: 257311 ;,� �� .. .... T .. .. .-..- ... ..... - 23-3 'Y ... . \ . ,! .... .... r \2577. S.J R 0 H ... ..H.. . -2575... - _ ....... \ a N `\ - ... .. .. ... ... .... .... .. .... .. r'Y ....---7i7i--- �� - �� �3. =u'• .�.�.. • FG: 2573.30 I I ' I I `1oa i I I II I I I II I I I FG-MATCH:2573.53 1 If G: 2575.50 I FG-MATCH: 2573.67 --- ----------- _ - -- - _ � -- 2574 - - - - - - --••.•--. ,`... .. .,evv 2574 n - - - F #,.,u,°_, - .. 2576 ................. J T 4 1* 2S23, _ FG•MATCH: 2573.37 . ^ FG: 2574.87 - - -°- - - - - - _ _ - _ _ _ FG-MATCH: 2573.67 FG: 2575.08 - - - "-2575 ° FG-MATCH: 2573.07 FG•MATCH: 2573.95- - - - •25I4 FG-MATCH: 2574A6 FG: 2574.84 - - - - � FG-MATCH: 2574.35 FG-MATCH: 2574.47 FG: 2574.79 - - FG: 2575.09 -_ - - - - - I ) � FG. 2575.17 - = 2575- - � FG-MATCH: 2575.46 �' - -- FG-MATCH: 257475 �„ _ _ - - - - - - - - -' °D FG-MATCH 2575 34 FG-MATCH: 2575.58 -2574 ' N f \ rn GRADING PLAN - AREA B o zo ao FEET - - - - - - FG-MATCH: 2575.60 I- �25�5. Leaend FG: FINISHED GRADE EX-GND: EXISTING GRADE TOE: FINISHED GRADE AT TOE OF SLOPE TOB: FINISHED GRADE AT TOP OF BANK MATCH: MATCH GRADE CON: FINISHED GRADE OF CONCRETE FL: FINISHED GRADE OF FLOW LINE Keyed Notes O 1. GRADE BREAK. 2. MATCH GRADE AT PROPERTY LINE. 3. CONSTRUCT NEW CONCRETE DRIVEWAY. NEW DRIVEWAY SHALL BE A 6" THICKNESS, 4000 PSI CONCRETE SLAB PLACED ON 6" OF 4' MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95 % MAX DRY DENSITY PER ASTM D1557. SUBGRADE SHALL BE STRIPPED AND COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 PRIOR TO PLACEMENT OF BASE MATERIAL. 4. 5" THICKNESS CONCRETE SIDEWALK PER ISPWC SD-709. 5. TRASH CAN PAD - 5" THICKNESS CONCRETE SIDEWALK PER ISPWC SD-709. 6. CONSTRUCT SWALE BETWEEN SIDEWALK AND DRIVEWAY WITH POSITIVE DRAINAGE TO DRAINAGE WINDOW. 7. CONSTRUCT DRAINAGE WINDOW - EXCAVATE TO FREE DRAINING SOILS - FILL WITH 2" CLEAN DRAIN ROCK TO FINISHED GRADE. Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans Py the District does not relieve the Registered En'V tr responsibilities. BY -DATE- 06/15/2021 ADA COUNTY HIGHWAY DISTRICT � z �- 00 Wy Q 0 t �7 E u ° 0 ° LL U a O- N N 0 o � o U Q v 3 N � � a CONTACT DKN INE 48-HOURS BEFORE DKXMG 1-800-342-1585 J Z O J (n � O = m Q � 0 U) Z Q W c O OfW = L) W O 0 [If } Q ui W � 2 = r H- W ne w w Z o o a WL FyG� yFF Q� ��G\ST Jj 6-14-21 20 9pSST� OF • co M 000.2 a ❑ - z 0 m it o - Q W Q Q z Of Jim w9 >m° w Z > ° a z °o J o °3o a <z 0�-• X a w a Qu /A O w Za a ❑ JOB NUMBER: Q IDB2096 DATE: 6-14-21 SHEETNUMBER: w w w x rn GD.2 DVl APPROVED ChM, �22 FU Nl WRF 1asaoa 0 0 10.00' PUID EASEMENT 47.00' ROW 10.00' PUID EASEMENT 33.00' TRC TO TRC C/L 16.50' 16.50' 2.00, S.00' 2.00' 2.00' 5.00, 2.00' 1,75% +/- 0.25% 1.75% +/- 0.25% 2% 2% 0.50' / CONCRETESIDEWALK//A /�./i /LV//V//V//�//. /i i./%//\//\//V/V/\//\///,/��/%//�//i///�/////�//�///�/i///� /V//V/��//% /d�CRETE SIDEWALK PER ACHD SUPPLEMENTAL 2.5" THICKNESS OF PLANT MIX PAVEMENT (1/2" SP-3 MIX DESIGN 58-28) PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 COMPACTED TO 95 % OF MAX THEORETICAL DENSITY STANDARD DRAWING SD-709 4.0" THICKNESS OF Y4" MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95 % MAX DRY DENSITY PER ASTM D1557 3" ROLLED CURB (TRC) 3" ROLLED CURB (TRC) PER ACHD SUPPLEMENTAL 14.0" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702 COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 STANDARD DRAWING SD-702 STRIPPED, PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL COMPACTED TO 95 % MAX DRY DENSITY PER ASTM D1557 NOTES 1. ALL ASPHALT PAVEMENTS AND BASE MATERIALS, AND SUB -GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS APPLICABLE THERETO. 2. THE ASPHALT PAVEMENT MIX DESIGN SHALL BE A SUPERPAVE 1/2" MIX DESIGN (PG-58-28) AND MEET THE REQUIREMENTS OF SP-3 PER ISPWC SECTION 810 "PLANT MIX PAVEMENT". 3. AGGREGATE BASE MATERIALS (3/4"MINUS CRUSHED AGGREGATE & 6" MINUS UNCRUSHED AGGREGATE) MATERIALS SHALL COMPLY WITH DIVISION 800 OF THE ISPWC. 4. ALL SUBGRADES, STRUCTURAL FILL MATERIALS AND PLACEMENTS SHALL BE APPROVED BY ACHD PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. 5. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. DENSITY TESTING SHALL BE PERFORMED RANDOMLY ACROSS THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. 6. THE ROADWAY SUBGRADE SHALL EXTEND 6-INCHES BEHIND THE BACK OF CURB. TYPICAL ROADWAY SECTION ATTACHED SIDEWALK - (33/47) (LOCAL) Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans X the District does not relieve the Registered En V responsibilities. BY DATE- 06/15/2021 ADA COUNTY HIGHWAY DISTRICT IzZ o 00 [L Z Q U So E U= 3 a � 8.2 LL CU - u U Q N � = A FL mwa_o� m CONTACT DKNLJNE 48-HOURS BEFORE 1-800-342-1585 U z O J J (n � = m QCO 0 — � (D Z Q LU U O = 0fW U� W 0 O IY } Q w w � 2 _ w W w W Z o a FyG� �Sg\OML G\ST yFF Q� 3 Jj 6-14-21 20 9pSSTOF K ID ID CO E • V co M N a - z O w w - Z O O I• W w9 a >mT w Z > U a V Q m Z ao ❑ 0 li w U K U -... x. Z O w wau Ha a ❑ JOBNUMBER: 1 >- IDB2096 aDATE: 6-14-21 SHEETNUMBER: w a RD.0 wo W APPROVED on¢ 04rzs 22 FILE NUMBER: rasa°a -�-- t IIII -rd� -- ri.11llF + I I I I sill I IIIII/ I I I I I I I I I IIII � I I I I I I I I IIII / i I I I IL I I I I II I I I I IIIII IIIII 1 +50.0t3,16jlI5I01LI� \1 tII iII ry ,/ III II II II III ^ III II II II 4-6 TRC:2573.50 23.4I 2+93.82,II I 40Ii 061+42.7,114.50'L ' L LP:2573.46 2-8 TRC: i571.151 1. t l l II 2 I I I CURB S 0 L PEAT B/` : I III 2s I 2+6821,1650'L ACROSS PED. RAMP -',,;I I w� I I I TRC: 2571.06 I I I I I rl . .I I I \ I I / I I + t 2 35.76 16.50' L I 4 \ . I I I _ 1 96.15, 16.50 L I � t. I ' I 9 l 1+3795, 14.50'L - \� � I TRC: 2572.11 �: TRC�257137 LIP: 2573.57 ` 'n- I I I I / a I I I I p 1+22186, 16.50' L t I TRC: 2572.14 TRC: 257416-...../, � °- SEE SHEET RD.2 3-3 I 1 33.00' _ I --J 1 _ 1 1 Q 2-3 3+09.77 I I a 4 CL: 2571.29 ^ 0 3+23.66, 47.46' L I - I I z -TRC: 2571.20__ I _ 3 _ 3+50.21 16 50 L 257063 9-TRC: '� 1-3 - - 377.2 1 ' L 9 6 50 _ 2 TRC: 2570.74 7 CL:2574.24-'\` t 10 i( 1 p 3 75)1....._ 11�g..... 3+00 12 v�i._ S 3+50.21 ""' 13 L 1+22.86 1 t \ CL:2570.7, 4+27. ,., _ 18,13 50' PINE ST. 80 1 o S 3 = TRC: 2571.00 -- w, o. Zt06 '. o', W.W��� .;:-- �� 3+03.53 0 ��� 4+Op - 7 CL: 2570.96 o e 14 - 4+27.17 -o CL: 2571.02 - - 1+00.00, 16.II?CL257.196 TRC-MATCH: 2574.44 O1 .497 �o�q +27.1613.50' R x^L-1+00 25.23 \ TRC: 2571.00 3+25.47, 16.50 R 1 ..` �, --- - - _-_ -- - - 1+-00.00�--; CL-MATCH: 2574.53 3:- .2_9°/, 2+24.57, 16.50' R I 1 I '`' I I _ - 'jI - 1 _ d{, _ ," --_ - - - _ - i. / I!` / ,'.'.moo _ + / TRC 257150- 1 I 1+00.00,16 87 R / -TRC-MATCH: 2574.44 f I ' 1 - � e I I + I 1 22.86 16.50' R i , 1 TRC: 2574.16 t '.2573 2 1 27.81650 R TRC;2574.07 ai 1 1 2572 07 1+38.13,16.60' R I I LIP:2573.53 I p, 1+41 92,18 58 R LIP: 2573.49 \ 1 q L 1 1+52 48 30.75' R LIP 2573.32 LI I .r 61 1+54.05, 34.85' R LIP:2573.27 ' l N A NF. r- 1+53.80, 45.48' R_ TRC: 2573.13 II I ly N r II II 11 I / 11 0� 1 I --- I 11 3+77.30, 16.50' R 2 30/ /-�-I� .1 3.0% -- I '2+,3.59, 16.50' R I I I I 3+50.21, 16.50' R TRC: 2570.74 I� / I I TRC: 2571.69 Q7i I : III I I TRC: .L06, 16.50' R � 1+85.61 28.45'RI TRC: 2570.72 LIP:2572.26 I I rr I ' cL 1 r _, 1+83.60, 32.32' R I 3-2 11 1 s�i I I/ I r Q' +684 42 LIP:2572.33 I I I n J 1.3I 11 1 J C L 2572.72 / 1+82.75, 42.91R TRC: 2572.65 I I I I I I I/ 5-2 4700 2 2571--- ldti - J L `tih I l �2 old \ '/ > cl r I W. WOODPINE ST. (STA 1+00 TO 4+27.17) 0 30 60 FEET N 0+80 1+00 2+00 3+00 2584 2580 2576 2572 2568 2564 2560 2556 0+80 1+00 4+00 4+40 PVI PVIE TA: 1+27. LEV:257 9 .25 L N Mn O V K. 20.00 C: 40.35 co v 0)(O Pill P STA: 2413.77 I ELEV: 2 71.66 �+ MLr1 (" + i> LO N co N K: 20.0 LVC: 41. 23 (LO On V °D N O CD 0' Or M N O N� C14 h O h N -1.00 --- ° __--- m ci N iLi > + LO N iii > N ii > NU U +� c`') U vU J 3 020 I I -0.96% 59%- -0,53%rr 0.40% 15" GI APPROXIMATE EXISTING GRADE @ FINISHED ROADWAY GRADE CIL @ ROADWAY CIL SDMH-3B �r DI-3A DI-3B SDMH-3A 4" PI' 4 0 OO PI E S . ( TA +00 TO 4+2 .17 SCALE: VERT. SCA V=3 0' E: V 2+00 3+00 4+00 4-6 I SEE SHEET RD.1 A - I 11+26.26, 43.97' L �� Jl N Z _ TRC: 2571.69 I I 1+41.45, 18.09' L ` LIP 2572.28 (L O 1+45.54 16.32' L LIP: 2572.33 / � '.G 7� 7 \ \ 1+56.16, 16.50' L 1 L / 25 7 1 TRC: _ TRC 2571.61 :.61 +Sfi.1fi2572.65 / 2+081516.50'L R300.00 \' CL 2572.72 ��/� n ' j 2 �(�/ / `TRC: 2571.66 1 �GRVL-MATCH: 2571.27 1 O 2-6 : 1+oo N. LLAMA WAY �! �, . % z+oo 15a , 2+34 0 0 r� I .. •' e E ....... .I. ......257J. .. �' Mho 0 rrartt I ,o ., - . --�1 .-'L•n" --- I 3 / 191 d.2% `� 2+02.87 CL: 2571.71 Mp'la CL: 2572.96-- •` - �GRVL-MATCH:2571.03 r -�fdb R300.00'�� ao - _ 1 CL: 2571.69 2571 9 1-1!'- - 1+96.87,16.50'R 1+60.65, 16.50' R TRC: 2571.61 �- - - TRC:2573.13 N - 2570 1 50.02 16.32' R y.1+3074 44.18 R - _LIP 2573.27 do - _ _ - - TRC. 2574.07 4 - _'-�1+45.93, 18.09' R -LIP: 2573 32 T r _ +33.62 29 37 R I I - LIP: 2573.49 '2571- 2570- - _ - _ _ _ -� -�► � 1+31.49, 33.3y0' R roP�,aP� LIP: 2573.53 I 1 r I i I N. LLAMA WAY (STA 1+00 TO 2+02.87) Z 0 30 60 FEET 0+80 1+00 2584 2584 2580 2580 2576 2576 2572 2572 2568 2568 2564 2564 2560 2560 2556 4+40 2556 0+80 1+00 2+00 2+50 Cq r-- ;z ao Fn ;: 1- rZ rp Lq O O 7[) N N Lo N t) 7 N 1`1�U O J NU J O o+ �U J J + U + . L Zp% -O.W o -2 ° FINISHED GRADE @ ROADWAY CIL APPROXIMATE EXISTING GRADE O- @ ROADWAY 4" CIL PI DI-4A - DI.4B -SDMH•4A 4 N. LLAMA WA HORIZ VERT SCALE: V = SCALE: 1" = 0' ' 2+00 2584 2580 2576 2572 2568 2564 2560 2556 2+50 Keyed Notes O 1. 3" ROLLED CURB AND GUTTER (TRC) PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702. 2. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 3. ASPHALT PAVEMENT SECTION (SEE RD.0). 4. SEE STORM DRAIN ON "SD" SHEETS. 5. CONTRACTOR SHALL VERIFY EXISTING TRC, LIP OF GUTTER, AND CENTERLINE ELEVATIONS PRIOR TO START OF CONSTRUCTION - NOTIFY ENGINEER IMMEDIATELY IF PLAN DISCREPANCIES ARE NOTED. 6. SAWCUT 2-FEET MIN. OF EXISTING ASPHALT PAVEMENT PERPENDICULAR TO THE ROADWAY CENTERLINE. 7. REMOVE EXISTING TYPE 1 & TYPE 2 BARRICADES. 8. GRADE BREAK AT CENTERLINE. 9. CONCRETE PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL DRAWING SD-712H, TYPE H2. PROVIDE TRUNCATED DOMES PER ISPWC SD-712. THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED 1.5%. 4' X 4' LANDING REQUIRED AT TOP OF RAMP AS DEPICTED. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE INDICATED SLOPE REQUIREMENTS. SEE DETAIL ACHD SD-712H/RD.6. SEE SHEET RD.5 FOR PEDESTRIAN RAMP GRADING. 10. CONCRETE PEDESTRIAN RAMP ACHD SUPPLEMENTAL DRAWING SD-712G MID -BLOCK. PROVIDE TRUNCATED DOMES PER ISPWC SD-712. THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED 1.5%. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE INDICATED SLOPE REQUIREMENTS. SEE DETAIL ACHD SD-712H/RD.6. SEE SHEET RD.5 FOR PEDESTRIAN RAMP GRADING. 11. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN CROSSING SHALL NOT EXCEED 1.9 % IN ANY DIRECTION. THIS REQUIREMENT DOES NOT HAVE A TOLERANCE ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY SHALL BE REMOVED AND REPLACED. 12. CONCRETE VALLEY GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-708. 13. TYPE II SIDEWALK TERMINUS BARRICADE - SEE SHEET SL.2. 14. TYPE III ROAD TERMINUS BARRICADE - SEE SHEET SL.2. 15. GRAVEL ROAD SECTION -(SEE 1/RD.1). TRANSITION GRADE FROM END OF PAVEMENT TO EXISTING GRADE. 16. PRIVATE SIDEWALK - SEE GRADING PLANS FOR REQUIREMENTS. Notes 1. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION. 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST REPORTS. 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN ASPHALT PAVEMENT AREAS. 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF CONSTRUCTION. Do CD00000 JQD C4" THICKNESS OF%" MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 10" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 GRANULAR STRUCTURAL FILL AS REQUIRED SEE SHEET C4.2 �� �\ 6" MINUS UNCRUSHED AGGREGATE BASE FOR EARTHWORK �\ -� , �\ _�-r� COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 REQUIREMENTS SUBGRADE SHALL BE PREPARED AND PROOF COMPACTED PER THE SITE PREPARATION SECTION OF THE GEOTECHNICAL REPORT AND BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO PLACEMENT OF OF ANY SUBBASE AGGREGATE OR GRANULAR STRUCTURAL FILL NOTES 1. ALL BASE MATERIALS, AND SUB -GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT GEOTECHNICAL REPORT. 2. AGGREGATE BASE MATERIALS (3/4" MINUS CRUSHED AGGREGATE & 6" MINUS UNCRUSHED AGGREGATE) MATERIALS SHALL COMPLY WITH DIVISION 800 OF THE ISPWC. 3. ALL SUBGRADES, STRUCTURAL FILL, AND BASE MATERIAL PREPARATIONS SHALL BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. 4. SEE SHEET C4.2 FOR EARTHWORK REQUIREMENTS. VEHICULAR GRAVEL ROAD SECTION Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans. the Registered Engineer ensures the District that the plane conform to all District policies and standards. Variances or waivers must be specificaYy and previously approved by the District in writing. Acceptance of the Improvement plans the District does not relieve the Rsglst�red E responsibilities. BY- AilkWDATE- 06/15/2021 ADA COUNTY HIGHWAY DISTRICT 0� z 00 LL F Luj of - a° _ t CL � C C LL -02 U w Q N - t O O U = Q d N al c U) LL CONTACT DKLJNE 48-HOURS BEFORE DKVG 1-800--342-1585 J z O J U) � O = o m U) ❑ C/) W zZ U W _ Of W 0 O Of } Q w UU � 2 w w W w� Z a 0 01 FNG� ASS\OML G\ ST y�F 3 tj 6-14-21 �o 9p 9TF OF SS K ER\��S CD CD 00 • 000 co M h Q � ❑ - go N C~D - + N ps 140 z p„ 0+ HN w. o oO Wu 0 Q + - F N _ Wa o z3 as 04 ti z 3 J J w (5 »m w Z > U Us 3 Z mz ❑ N�o U w Y nx m O w wau a a ❑ 3 3 JOB NUMBER: 44 1OB2096 00 DATE: 6-14-21 SHEETNUMBER: Q: Q: w w x RDA APPROVED DAM. 042522 FILE NUMBER: rasaoa SEE SHEET RDA W\ 1 \\\ SEE SHEET 3 Keyed Notes O + \ ( i� i p ^,` 6T 98.46, 16.5 R----- 059 / 3 73.98 1. 3" ROLLED CURB AND GUTTER (TRC) PER ACHD CL: 2572.07 N 3+90.47, 4Z02' L I I I I O \ I SUPPLEMENTAL STANDARD DRAWING SD-702. -1+08.94, 38.82' L \ is j ... I •,:: - 2-5 3-5 4-5 5-5 Q I I" \ 33.00'-W TRC:2571.99 TRC: 2571.06 \ \ s�� 1-8' 3+57.48,47.59'L f ( 6+SZ45, 16.50'R \ I.1 � °� ,� - � .00. I � � I I I I � � I �-F- 19-3 j , r� / 2. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL \ 4-6 \ \ \ TRC: 2571.99 O -I- - - 6+54.23 Z TRC: 2571.80 \ : i m = � ` � - _ - 2572 � \ \ N I 6+54.23, 16.50' R I STANDARD DRAWING SD-709. ----------- RC 257179 D ) " TRC: 8 16 5 L + 1 - - - - - - 3 ASPHALT PAVEMENT SECTION SEE .. 6 54.23, yT;= TRC: 2571.79 \ / 1+3z9a, lsso' L \ I I - J _ : L 4. SEE STORM DRAIN ON "SD" SHEETS. 1650'L 1 0 TRC: 2571.15 \ ,� �'� -\ I ��� I 0 4+20.47,16.50' L 2 - - - 5. CONCRETE PEDESTRIAN RAMP PER ACHD \ 1.. 5 ; 5\ I I 5+82.00,16.50'L s u_---------- III O 5 / 3 TRC:2571.50 u2 4+g0.58,16.50' L TRC:2572.15 / �• SUPPLEMENTAL DRAWING SD-712H, TYPE H2. 3+2Z45, 16.50 L / ♦ 5 I 23 i PROVIDE TRUNCATED DOMES PER ISPWC SD-712. THE 00 1 5 / TRC: 2571.97 �. [ \ _ - J �5+61.59, 16.50' L _ _ z6 y o� 2 s 1 2 7 �3\ ''0 2 - - - - TRC:2572.07 2 3 / ^h. / _ PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED o. /% I ..... ........... 0 +.-� 183 III% 1.5%. 4' X 4' LANDING REQUIRED AT TOP OF RAMP AS DEPICTED. THE PEDESTRIAN RAMP LONGITUDINAL 7 .. - •. Puo Rsg i 1 ;1 + ° J°/p\/C ap 1 SLOPE SHALL NOT EXCEED 12:1. NO TOLERANCE IS -10/ ...SW 1+52.00 SW 8 4_ 8W 8'vJ 3 8W BW BW 8W W BW..,�.:W 5+82.00 __...kOQ �` •`,'y ---------------------- "I I.ALLOWED ABOVE THE INDICATED SLOPE 1+00 1 2+00 w a 1 3+00 4+00 5+00 p -- -- -C -- CL: 2571.29 NW 13TH AVE. w a \... CL: 257z.23 „ SHEEET RD.5 FOR PEDESTRIREQUIREMENTS. SEE AN RAMP GRADING.D 6 SEE ... 6 ooe ..... .. r __--T ---- - .I I lip 7+0O.00m s� 7 4 w 0 16SD- 3+27.45 6SD 3+73A5 1 SD ] a+20.47 3 12 l, \i2 D 1 CONCRETE TRASH WHEEL 77_3 1 6. CONCRETE PEDESTRIAN RAMP ACHD SUPPLEMENTAL 1d10?SI CL: 2572.05 CL.2571.82 CL: 2571.58 1 DRAWING SD-712G, MID -BLOCK. PROVIDE TRUNCATED 8 CL.2570.96 'Fa MP °o' � � :--� '• • ' - ' � - - - ' al \ ;"CART PAD -SEE GRADING _ - - - III' CROSS SLOPE SHAL LNOT EXCEED DOMES PER ISPWC Sl THE RIAN THE A • N 1 � ., i -.. .. ,. •.. -•' .: •:, .< _ ... .. ,..... .. `., ; . :. .•r PLAN FOR REQUIREMENTS 1"°� .I � - - - - - - -` - - - - - 2 L - - - - - - - - - I 'I EXCEED R12:1.NO TOLERANCE S ALLOWED ABOVE OTHE _ - : 2 2+87.55, 16.50 R 6 2 . - - / - 1 7;2 0' 1+6 .25716.5 R TRC: 2571.79 -- - / - - - - - - - - - - - - - \\ - IX INDICATED SLOPE REQUIREMENTS. SEE DETAIL ACHD ;.•R30 , I ITRC:2571669 �I I i,I �I �5+82.00, 16.50 R r---- -- ��' SD-712H/RD.6. SEE SHEET RD.S FOR PEDESTRIAN RAMP m \, 1+49.49, 16.50 R 3+27.45, 16.50' R I := �, TRC: 2572.15 GRADING. 9 TRC: 2571.20 I 2+07.55, 16.50' R I 2+47.55, 16.50' R TRC: 2571.97 - I I I I 3+27.55, 16.50' R 3+67.55, 16.50' R 1 4+20.47, 16.50' RI A 1' i A 7, THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN TRC: 2571.45 4+87.55,16.50' R 5+2z55, isso' i `5+szss, tsso' R EI, CROSSING SHALL NOT EXCEED 1.9 % IN ANY DIRECTION. �• TRC: 2571.62 TRC: 2571.97 TRC: 2571.77 TRC: 2571.50 14-3 16-3 - TRC: 2571.77 TRC: 2571.93 TRC: 2572.09 l a I'�� 1 1 I I THIS REQUIREMENT DOES NOT HAVE A TOLERANCE J 1+19.49, 46.53' R 1 1 1 1 1 1 T' 1 1" 1 1 11 1 1 1 1 1 13-3 1 1, I ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY 5 I 6 TRC: 2570.63 ^ 1 1 i SHALL BE REMOVED AND REPLACED. 1 _3 2_3 I 3_3 I 4-3 I yeti 5-3 6-3 I 7_3 I 8-3 I -- - 9-3/./1 I / 110-3 I 11-3 12-3 I - - - - - - - - - - I`�' s 8. CONCRETE VALLEY GUTTER PER ACHD I I I I I I I -- -- --\ SUPPLEMENTAL STANDARD DRAWING SD-708. LVh11, 9. PRIVATE SIDEWALK - SEE GRADING PLANS FOR REQUIREMENTS. l .. I '.• I I I I I' � I I I I I I 1/ I\ I I I „ti I I I� \I I I 1 � I �, 10. 6" THICKNESS CONCRETE SIDEWALK PER ACHD 1 'I I!. I 1 1 I I I \ I I I / I 1 I I � \ I � �\ SUPPLEMENTAL STANDARD DRAWING SD-709 AT DRIVEWAY LOCATION. 1 I I I I I I I I I I I I I I I I f 1 1 \.-- _ ---- Idb- -- Idb- Idb b --- db I:Ji Ili...- IJ=/--- Idb Idb--1 - -- � _ 17 ITT-� - - Ja r_ -mod _ mod#= -- --- - ---- - - ------ ----�--��----�---�� - Notes III III -- -- - - --- - --- 0+80 1+00 2584 2580 2576 2572 2568 2564 2560 2556 2554 0+80 1+00 2+00 NW 13TH AVE. + W. SANTIAGO ST (STA 1+00 TO 7+00) z FEET 3+00 4+00 5+00 6+00 7+00 2584 O N iz 00N M W toN U n N N M N M❑ o c D cD F°Lo N M` O F. N 04 M U N + U 7 N � N U + N J Efl J mU } �U J CO FINISHED GRADE @ ROADWAY CIL 0.43% � -0.50% 1 1 1 1 0. 0% 1 1.9 SDMH-1A 77F APPROXIMATE EXISTING GRADE@ROADWAYCIL SDMH-1D- SDMH-1E DI-1A ♦ / DI.1B DI-1C DMH•3B - `� SG#3 4 DI-1D SDMH-1F THE CENTERLINE SLOPE SHOWN TO BE SDMH-1B CONSTRUCT PI I 4- PE SDMH•1C SDMH-3C 2.98% IS A PROJECTED ELEVATION TO UNDER STORM DRAIN ESTABLISH CURB ELEVATIONS. THE ACTUAL CENTERLINE PAVEMENT GRADE SHALL BE SHIFTED DOWN THE 4 - ROADWAY ALIGNMENT AS SHOWN TO ACHIEVE A MAXIMUM ASPHALT SLOPE OF 1.9% WITHIN THE PEDESTRIAN ROUTE OF THE INTERSECTING STREET. ASPHALT WITH NONCONFORMING SLOPES SHALL BE REMOVED AND REPLACED ST 1+ 0 TO 7 00) ° NV 113 H A VE. . SA TI GO ST IERT. SCALE: 1I -3 2+00 3+00 4+00 5+00 6+00 2580 2576 2572 2568 2564 2560 2556 2554 7+00 1. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION. 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST REPORTS. 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN ASPHALT PAVEMENT AREAS. 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF CONSTRUCTION. Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans Py the District does not relieve the Registered EnZ responsibilities. BY -DATE- 06/15/2021 ADA COUNTY HIGHWAY DISTRICT 0� z 00 LL F LU 0 y a. 0 : S t v ° a° ° ° LL U v ° Q N - d t a) i c v) a. CONTACT DKLJNE 48-HOURS BEFORE DIGCM 1-800--342-15t35 J Z O J U7 5; O = DO m U) ❑ rn z z W Uo 0 Of W LU o 0 W Q w UU ~ _ H ~ W w w w ~ z o 0 a FNG� ASS\ONAI G\ ST yFF 3 Jj 6-14-21 �o 9TF 9p OF SS K ER\��S • O ❑ - t` O = F go a ps H z s y w w oa_ � v C wg O a Z - a W 3 z W T y Ew9 > mT w Z > U a Z a° H Q m ❑ Two M W � Y_ UvX w Q z O w wau a a ❑ Z JOB NUMBER: IDB2096 a DATE: 6-14-21 3 SHEETNUMBER: w o RD.2 w APPROVED DAM. 042522 FILE NUMBER: rasaoa -" SEE DEMOLITION PLAN FOR �m -- ADDITIONAL REQUIREMENTS TBC-MATCH: 2574.18 10 TBC-MATCH: 2574.2 1 LIP -MATCH: 2573.730� - _ -- -- -- _ - - LIP -MATCH: 2573.81 w 1 i _-2514-- - W. USTICK RD. - - - - rn W. USTICK RD APPOACH REMOVAL 0 10 20 FEET 5" THICKNESS OF PLANT MIX PAVEMENT (SUPERPAVE SP-3 1/2" MIX DESIGN W/PG-64-28) P,CN�'� 4" THICKNESS OF %" MINUS CRUSHED AGGREGATE BASE �nO� COMPACTED TO 95 % MAX DRY DENSITY PER ASTM D1557 25" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95 % MAX DRY DENSITY PER ASTM D1557 GRANULAR STRUCTURAL FILL AS REQUIRED 6- MINUS UNCRUSHED AGGREGATE BASE 9 \ R' COMPACTED TO 95 % MAX DRY DENSITY PER ASTM D1557 SUBGRADE SHALL BE PREPARED AND PROOF COMPACTED PER THE SITE PREPARATION SECTION OF THE GEOTECHNICAL REPORT AND BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO PLACEMENT OF OF ANY SUBBASE AGGREGATE OR GRANULAR STRUCTURAL FILL NOTES 1. PAVEMENT SECTION WITH IN ACHD ROW - CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING:. MINOR ARTERIAL ROADWAYS (W. USTICK ROAD) SHALL BE SP-3, 0.50 INCH (1/2") MIX, PG 64-28 FIVE INCHES (5") THICK, AS A MINIMUM WITH 4" OF %" BASE AND 25" OF 6" MINUS PIT RUN. USE WHICHEVER PAVEMENT SECTION IS GREATER. 2. ALL ASPHALT PAVEMENTS AND BASE MATERIALS, AND SUB -GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT GEOTECHNICAL REPORT. 3. THE ONSITE AND OFFSITE OFFSITE ASPHALT PAVEMENT MIX DESIGNS SHALL BE AS SHOWN FOR THE RESPECTIVE WORK LOCATIONS. 4. AGGREGATE BASE MATERIALS (3/4" MINUS CRUSHED AGGREGATE & 6" MINUS UNCRUSHED AGGREGATE) MATERIALS SHALL COMPLY WITH DIVISION 800 OF THE ISPWC. 5. ALL SUBGRADES, STRUCTURAL FILL, AND BASE MATERIAL PREPARATIONS SHALL BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. 6. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT GEOTECHNICAL REPORT. DENSITY TESTING SHALL BE PERFORMED RANDOMLY ACROSS THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. ASPHALT PAVEMENT SECTION - W. USTICK RD. Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans N the District does not relieve the Registered E t responsibilities. BY DATE- 06/15/2021 ADA COUNTY HIGHWAY DISTRICT Keyed Notes O 1. 3" ROLLED CURB AND GUTTER (TRC) PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702. 2. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 3. ASPHALT PAVEMENT SECTION (SEE RD.0). 4. CONCRETE PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL DRAWING SD-712H, TYPE H2. PROVIDE TRUNCATED DOMES PER ISPWC SD-712. THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED 1.5 %. 4' X 4' LANDING REQUIRED AT TOP OF RAMP AS DEPICTED. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE INDICATED SLOPE REQUIREMENTS. SEE DETAIL ACHD SD-712H/RD.6. SEE SHEET RD.5 FOR PEDESTRIAN RAMP GRADING. 5. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN CROSSING SHALL NOT EXCEED 1.9% IN ANY DIRECTION. THIS REQUIREMENT DOES NOT HAVE A TOLERANCE ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY SHALL BE REMOVED AND REPLACED. 6. CONCRETE VALLEY GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-708. 7. TYPE II SIDEWALK TERMINUS BARRICADE - SEE SHEET SL.2. 8. TYPE III ROAD TERMINUS BARRICADE - SEE SHEET SL.2. 9. 6" VERTICAL CURB AND GUTTER (TBC) PER ACHD SUPPLEMENT STANDARD DRAWING SD-701. 10. SAWCUT AND MATCH EXISTING CURB. 11. W. USTICK RD. ASPHALT PAVEMENT SECTION - (SEE1/RD.3). 12. SAWCUT AND MATCH EXISTING PAVEMENT. Notes 1. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION. 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST REPORTS. 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN ASPHALT PAVEMENT AREAS. 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF CONSTRUCTION. -----------� - - - - - - - - - - - - - - - - - - 4-5 I C 2 I' )•' 7-5 - - - - - - - - - - --- L-------- - - 8+36.77,36.93' L- TRC: 2572.43 5-5 6-5 8+32.5'!2 'L LIP: 2572.32 ------------ L------8+16.78, 16.50'L - i7 2 TRC: 2572.44 4 •- SEE SHEET RDA 47.00' -- -- --- 33.00' Ld 1 I 11-8 2 C) N_ Z - 1 8+53.30 CL: 2572.52 8+69.80, 36.07' L � TRC: 2572.44 12-6 4 4 8+89.79, 16.50' L CO TRC 2572.85 - 4 � 9+77.25,16.50 31 15T5- TRC 2573.20 5 8WT W BW 8 8W-A5 8 8+72.580- 7 •7 ...._ .. 7*00.... 1 W. SANTIAGO ST. 8+oo 3�� CL: 2572.41 o_o a Z4 1 SB Sga 3 +18.36 8+54.08 8 r CL:2572.52 0 6 CL' 2172.70 - 2 \ 4 -� - - - }-,r7+.39.47,16.50'C: 2572.13 8+18.36,16.50' R 4 6+98.46, 16.50' R�\ I TRC: 2572.44 4 I TRC: 2571.96 7+80.48, 16.50' R TRC: 2572.29 Ii13• a \ 8+38.35, 36.07' R 8+5 TRC:2572.80 13 CL: 19-3 i 20 I3 I I 21-3 I - 22-3 2 I j I_--i 3300' 60 III lilj I I SEE SHEET RDA 9+00 8W 9+77.60 • .......... CL: 2572.98 ... "CL: 2573.28 R III - TRC 2573.01 \ 2 rI9+31.10,16.50' _, / ': r 8+91.37, 16.50' R I 9+77.6Q 16.50' R TRC: 2572.85 1 TRC: 2573.201 1.85 2572.88 8+71.38,36.93' R ' E TRC: 2572.83 / - '. 2-4 I y^^� 3-4 � I z�i\-------�-I/ I I I I I I rn W. SANTIAGO ST (STA 7+00 TO 9+77.60) 7+00 2584 2580 2576 2572 2568 2564 2560 2556 2554 7+00 0 30 60 FEET 8+00 9+00 10+00 2584 CDrn rn n � 04 N n 04 l (aO I_O N F pjN N n OfJ E() + J J 00 APPROXIMATE EXISTING GRADE @ ROADWAY C/L I , 0.4 % 0.51 0 2 000 / 2- -� 7r 0.40 0 FINISHED GRADE @ ROADWAY CIL _ - 4" PI 12" GI THE CENTERLINE SLOPE SHOWN TO BE 2.99% IS A PROJECTED ELEVATION TO ESTABLISH CURB ELEVATIONS. THE ACTUAL CENTERLINE PAVEMENT GRADE SHALL BE SHIFTED DOWN THE OADWAY ALIGNMENT AS SHOWN TO ACHIEVE A MAXIMUM ASPHALT SLOPE OF 1.9% WITHIN THE PEDESTRIAN ROUTE - OF THE INTERSECTING STREET. ASPHALT WITH NON -CONFORMING SLOPES SHALL BE REMOVED AND REPLACED . S NTI G ST (ST 7+ 0 O +77 60) kORIZ ERT. SCALE 1' =3'0 8+00 9+00 2580 Wi& 2572 2568 2564 2560 2556 2554 10+00 0_ z 00 LL F LLJ 0 F. IL0. Q U - _ t Z a � , C � LL U 2 - w Q N _ d t o � p U , Q � H� a = 1 CONTACT DKLJNE 48-HOURS BEFORE DKVG 1-800--342-1585 J z O J rn > O = CO CO U)o C/) zzQ w U) Ofw =O z 3: w O 0 Of Q ui = ~ _ H ~ w w w w ~ z O O a FNG� ASS\ONAI G\ ST yFF 0' 6-14-21 �O 9TF 9p OF SS K ER���S • 00001 a ❑ - 3� e� 0 Li p3 to o ti m w o� &+. r• EC w� of -_ 0 0 0 + Q O v o 0 O U a W w rnm F Q m zma � Z ❑0 y N N m Q U W Ux. z U) O w wau [C [C K a a ❑ 3 JOB NUMBER: IDB2096 Q DATE: 6-14-21 3 SHEET NUMBER: w°a �o RD.3 w � SEE SHEET RD.3 SEE SHEET RD.2 APPROVED DAM. 0412 22 FILE NUMBER: rasaoa 0+80 1+00 2584 2580 2576 2572 2568 2564 2560 2556 2554 0+80 1+00 \\ Of50 II / 1a / 1+48.01 CL 2574.59 3� 1+36.38 ILIP: 2574.40� 1+47.60, 18.66' R / I LIP: 2574.68 7 I �d l 2 / 11 45.82' R v 2+00 NW 12TH AVE. + W. HOMESTAKE ST. (STA 1+36.38 TO 7+45.07) I 0 30 60 FEET 3+00 4+00 5+00 6+00 5+64.63 TRC: 2571.55 CL: 2571.46. 5+64.63, 16.50' R TRC: 2571.38 - 6-6 5+63.65, 16.50' R " TRC: 2571.39 7+00 I v' N Z\\C 0 7+80 2584 m 00 v ow w M N It J J Cq �U U O n U. N N n NCD °D N r N n Fp N co E+N J U J U 01 + M co to La r n pN Mn Mn MN ' i J n n N { J + + LiU L-77 APPROXIMATE EXISTING GRADE @ ROADWAY CIL 4 n LL %_\ I ° 7+16.0 1+32.37 .50% 0. 0% L:2572.0 / IP 2574.40 ° /o 1+ 6.37 ' 1 -1 9 LIP:25 4.40 A7, 4"PE SDMH-2A� FINISHED GRADE @ROADWAY SDMH•2B� 7+49.07 I LIP: 571 O DI-2A 8" W DI-26 7+45.07 4 LIP:2571.53 SDMH•2C THE CENTERLINE SLOPE SHOWN TO BE O 8" w 8" w 2.03 % IS A PROJECTED ELEVATION TO ESTABLISH CURB ELEVATIONS. THE ACTUAL CENTERLINE PAVEMENT GRADE SHALL BE SHIFTED DOWN THE ROADWAY ALIGNMENT AS SHOWN TO ACHIEVE A MAXIMUM ASPHALT SLOPE OF 1.9% WITHIN THE PEDESTRIAN ROUTE O OF THE INTERSECTING STREET. ASPHALT WITH NON -CONFORMING SLOPES SHALL BE REMOVED AND REPLACED W 1 TH AVE:. + W. OM ST KE ST. (ST 1+f36.38 T 7+ .0 ) VERT.S ALE: 1"=3' 2+00 3+00 4+00 5+00 6+00 7+00 2580 2576 2572 53 2568 2564 2560 2556 2554 7+80 Keyed Notes O 1. 3" ROLLED CURB AND GUTTER (TRC) PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702. 2. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 3. ASPHALT PAVEMENT SECTION (SEE RD.0). 4. SEE STORM DRAIN ON "SD" SHEETS. 5. CONCRETE PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL DRAWING SD-712H, TYPE H2. PROVIDE TRUNCATED DOMES PER ISPWC SD-712. THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED 1.5%. 4' X 4' LANDING REQUIRED AT TOP OF RAMP AS DEPICTED. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE INDICATED SLOPE REQUIREMENTS. SEE DETAIL ACHD SD-712H/RD.6. SEE SHEET RD.5 FOR PEDESTRIAN RAMP GRADING. 6. CONCRETE PEDESTRIAN RAMP ACHD SUPPLEMENTAL DRAWING SD-712G, MID -BLOCK. PROVIDE TRUNCATED DOMES PER ISPWC SD-712. THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED 1.5%. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE INDICATED SLOPE REQUIREMENTS. SEE DETAIL ACHD SD-712H/RD.6. SEE SHEET RD.5 FOR PEDESTRIAN RAMP GRADING. 7. CONCRETE PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL DRAWING SD-712C. PROVIDE TRUNCATED DOMES PER ISPWC SD-712. THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED 1.5%. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE INDICATED SLOPE REQUIREMENTS. SEE DETAIL ACHD SD-712H/RD.6. SEE SHEET RD.5 FOR PEDESTRIAN RAMP GRADING. 8. SAWCUT AND MATCH EXISTING SIDEWALK. REMOVE AND REPLACE SIDEWALK TO NEXT JOINT PAST THE LIMIT SHOWN. 9. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN CROSSING SHALL NOT EXCEED 1.9 % IN ANY DIRECTION. THIS REQUIREMENT DOES NOT HAVE A TOLERANCE ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY SHALL BE REMOVED AND REPLACED. 10. CONCRETE VALLEY GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-708. 11. 6" VERTICAL CURB AND GUTTER (TBC) PER ACHD SUPPLEMENT STANDARD DRAWING SD-701. 12. SAWCUT AND MATCH EXISTING CURB. 13. W. USTICK RD. ASPHALT PAVEMENT SECTION - (SEE1/RD.3). 14. SAWCUT AND MATCH EXISTING PAVEMENT. 15. TRANSITION CURB FROM 6" VERTICAL CURB TO ROLLED CURB AND GUTTER. SIDEWALK LONGITUDINAL SLOPE SHALL NOT EXCEED 5.0%, WITH NO TOLERANCE ABOVE 5.0 % . 16. PRIVATE SIDEWALK - SEE GRADING PLANS FOR REQUIREMENTS. 17. CONSTRUCT SIDEWALK 4-FOOT CLEAR AROUND EXISTING POWER POLE. Notes 1. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION. 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST REPORTS. 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN ASPHALT PAVEMENT AREAS. 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF CONSTRUCTION. Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans PV the District does not relieve the Registered E t responsibilities. BY -DATE- 06/15/2021 ADA COUNTY HIGHWAY DISTRICT FY z 00 - LL F Lu 0 y ' IL0. Q U - _ 0 a� C C LL U -p 7 w Q m _ N t E) ) d m (n m _ LL �LL u,oz rt, CONTACT DKLJNE 48-HOURS BEFORE DKVG 1-800--342-1585 J Z O J U) O = 00 DD U) ❑ fn Z Q W U Of W _ W O 0 W Q w UJ ~ _ H ~ W w W w ~ z o 0 a FNG� ASS\ONAI G\ ST yFF 3 J' 6-14-21 �o 9TF 9p OF SS K ER���S 5 Coco • U) co M Q � ❑ - O P. s� 0 �a M H E� o p- + r w o2. w e Wu U) - LU i a -= to W o 0 .Z 3 ad 6 z � LLI w C9 > mm w Z > v $ C a m z� ❑ 0 ° o Z U w Y n m U z F X waw N 0 Mj r a a ❑ 3 JOB NUMBER: z IDB2096 DATE: 6-14-21 3 SHEETNUMBER: w o RD.4 w w DWRIDIANF- APPROVED 04,E �22 FIEKMKR:rasa°a -FG: 2572.45 / FG: 2572.42- / FG. 2572.30z X XO a n d. V1 LFG: 2573.58 \ PEDESTRIAN RAMP GRADING AT N. LLAMA WAY + W. WOODPINE ST. 0 10 20 FEET / FG: 2572.50 - nd / ° nd / FG: 2572.49 ` i n FG: 2572.07 FG 2572.53 FG: 2572.44 / FG. 2572.11 / FG: 2572.51 A FG: 2572.22 - FG: 2572.06 -0.6% FG: 2572.52 'lFG: 2572.19 \\ n ° ° b \ FG: 2572.50 55% 1.0% FG: 2572.05 �`; .p FG: 2572.55 A• 5 5% /c, - -0.5% >7 / 1.0% ° �3� / ........ FG: 2572.22 i rn � � FG: 2571.98 ^ 7 1 FG: 2572.50 A 17� FG: 2572.23 - b d ,-0.4% -. Y% fy� FG: 2571.75 FG.2571.80 FG: 2572.52 FG 2572.0-7 -. •1.1% -3.6% FG: 2571.99 FG: 2572.32 a FG: 2571.72 -0.7% FG: 2572.45 FG: 2572.55 a FG: 2572.24 O O 2.7% FG: 2572.23 Z' .1.0% �+,3 ` W 8W FG: 2571.72 .1.0% FG: 2572.23 ° �^ 3W 8W FG: 2572.20 BW 8W 8W - M -- Q > F W. HOMESTAKE ST. W. SANTIAGO ST. f _ Ol t- -2.0% _ O - - �- i 2 SB S8 S8 - - - -- r C. a° � I � --------------� 1 - ° FG: 2570 82 FG: 257083 FG: 2570.62 I FG: 2570.87 A 1 ° - FG: 2571.17 ° -0.9% w5� FG: 2570.61 -1_0I 9 FG. 2571.16- FG: 2571.13 / FG: 2570.66 - FG 2570 87 •• Aa . ° FG: 2 FG: 2570.68 FG: 2570.88 6 \ FG 267091 S 0% . �a FG 2570.87 FG 2571.20 _ 7A91 '0.9% FG: FG:...... Ld Q -15° 4M° FG: 2570.89 nA A FG: 2570.95 ' FG: 2571.24 a FG: 2571.15 2 FG: 2571.22 \ \ zz 0. PEDESTRIAN RAMP GRADING AT NW 13TH AVE. + W. WOODPINE ST. 0 10 20 FEET FG: 2572.50 \ FG: 2572.45 Lu ° �\ \ FG: 2572.59 \ \ = FG: 2572.22 �� ^y°\° FG: 2572.53 \ H FG: 2572.20 - - ` FG: 2572.68 .1 % 6 3 / •�\ FG: 2572.74 Z .1.0% FG: 2572.22 FG: 2572.23 FG: 2572.55 -1.5% co FG: 2572.14 FG: 2572.94 ' FG: 2572.42 FG: 2572.83 -1.0° FG: 2572.41 FG: 2572.46 81 8W -1.4% 8W-FG: 2572.49 8V g+p0 �- 'SfiL 8S 8S _8S n FG: 2572.22 FG: 2572.27 -1.0% FG: 2572.58 I d rn 0.2% FG: 2571.57 FG: 2572.25 FG: 2572.58 1.0% i11 FG: 2571.57 FG: 2572.28 -1.0% FG: 2571.52 FG: 2572.45 -0.9% FG: 2572.60 FG: 2572.62 a ° FG: 2572.59 FG. 2572.85 - d FG: 2571.53 FG: 2571.88 ' - FG: 2572.59 n ° a FG: 2571.79 - , FG: 2571.97 ° - d P�f ` FG 2572.89 FG. 2572.65 .2572.84 FG' n d FG: 2572.70 ° FG: 257284 \ a - i -1.5%° O �l - - - - - �al p\ FG: 2572.44 FG: 2572.89 = b0 FG: 2571.60 O FG: 2571.68 7 7 °` -1.0% .1.5% ° �� . 1 0/'1 ^� FG: 2572.57- FG:2571.68 !b ° •10% ' FG: 2571.36 -fib ��% 4P�-� \ /////.•�\ FG: 2572.43 FG 2572.94 "•' °'Q 4PI-FG: 2571.35 4 A+ ° FG: 2571.87 FG: 2572.62 FG: 2572.48 FG 2572.5 .4% S'FG. 2171.39 - FG: 2571.31 4PI •• -°\° FG: 2571.83 53/ FG 257296 ''" FG. 2572.58 Qy -70% 63% „�, - °\°2 / / aE. 5 3 / -1.5%in -0.7% 4i-6.5% 0 63%. . FG: 25 11.37 -1.5%;q FG: 2571.66 � - - _ _ _ - .4% Q FG. 2572.90 .... FG 2571.29 P' •• FG: 2571.31 / N- \ FG 2572 56 ^•• FG: 2571.34 FG \�1 °. 9 0.1% FG 257259 �. �_-- 4 co 11.. 0 FG: 2572.78J ` FG: 2572.48 I / / r4' Y FG 2571.53 0 / G: 2572. 3 FG: 2571.61 / \ da° FG: 2572.83 �O 4 / FG: 2572.97 / FG: 2�571.56 FG: 2572.79 FG 2571.70 / \ b / / \ FG: 2572.94 / FG: 2571.fi3 dFG: 2572.97 / \ °-°' N PEDESTRIAN RAMP GRADING AT NW 13TH AVE. + W. HOMESTAKE ST. N PEDESTRIAN RAMP GRADING AT W. SANTIAGO ST. + NW 12TH AVE. 0 10 20 0 10 20 FEET FEET In / La \ \ cli FG: 257449 ;t FG: 2574.56 (n Z i FG: 2574.53_ 4PI PI 4 4PI 4PI 4PI 4PI 4PI - d ° d FG: 2574.60 -18GI -FG: 2574.90 °7 Z 18GI 18GI 18, � T6 FG: 2574.84 / ?\ N� �f ' \ a. .OB 1 8 G °, n N __ ___ ___ _FG257485FG 2575.03 FG. 2574.71 -03% c,\ G� _� __________9¢_______________- FG: 2574.33 FG 257490 FG: 2575.05 Vd • 2574.78 F :25i=-- FG: + 5 H FG: 2574.38 FG: 2574.58 4 e ! FG: 2574.51 a -0.5% 4 1 0% -5.2% n m \ � I d16 Qf .77 A' leas -02% -1.0% n -1.36A ° d FG: 2574.70 .N I FG 2574.27 FG: 2574.50 11 1_0% -1.0% N FG 2575.20 FG: 2574.51 FG: 2575.05 FG: 2574.28 -0.4% FG: 2575.01 L- - - - - - - - ------ - ----------------------- IwV=2571. i W. USTICK RD. I � � I N PEDESTRIAN RAMP GRADING AT W. USTICK RD. + NW 12TH AVE. 0 10 20 FEET Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans the District does not relieve the Registered En t responsibilities. BY -DATE- 06/15/2021 ADA COUNTY HIGHWAY DISTRICT ix o 00 W y Q U - E 3 a � G 0 LL U = 13 ` - N Z 14 Q � 3 a mwa_o� m CONTACT DKNLJNE 48-HOURS BEFORE DKCCMG 1-800-342-1585 J(n Z J > O m o �o U) zz Q EU 2i 0 E O OfW = U� w o o } Q w W � _ W W W w ~ z o a FyG� �Sg�ONAL G\ST yFF Q� Jj 6-14-21 20 9pSST� OF CD • co Q ❑ - w Z O - Q V U 4a Cw9 >_ m m w Z ao Zw YN� m Q O w waw a a ❑ N IFf� JOB NUMBER: L WIDB2096 DATE: 6-14-21 SHEET NUMBER: W v w w w RD.5 APPROVED 04/2s/2 NOTES: Oq GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND THE PUBLIC AGENCY HAVING JURISDICTION. O BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACED AS SPECIFIED AND PAID UNDER SEC70N-802 ISPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. `C SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. PLACEMENT DEPTH PER PLAN OR AS DIRECTED AND PAID UNDER SE07ON-801 ISPWC; COMPACTION SHALL MEET REQUIREMENTS OF SECTION 801-ISPWC. O CONTINUOUS PLACEMENT PREFERRED, SCOPE INTERVALS AT 10-FEET MAXIMUM SPACING (OR CONSISTENT WITH 2x SIDEWALK WIDTH FOR SCOPE SPACING.) OE MATERIALS AND CONSTRUCTION IN COMPLIANCE WTH ISPWC SPECIFICATIONS. OF BACKFILL AS PER ISPWC SF_CTICN-7D6. © SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT -OF -WRY. OH USE ROLLED CURB IN RESIDENTIAL AREAS. WHEN LOCAL JURISDICTION REQUIRES VERTICAL CURB AT INTERSECTIONS VERTICAL CURB LENGTH TO BE FULL RADIUS PLUS 5 FEET AT EACH END. TRANSITION LENGTH FROM ROLLED CURB TO VERTICAL CURB 2 FEET, 2017 ACHD REVISION FORHPUSTANDARDS CNWOR° s 3" ROLLED STANDARD DRAWING CONSTRUCTION (ACHD SUPPLEMENT) CURB AND GUTTER N0 SD-702 r 6" STANDARD CURB. 12:t gape SEE NOTE lO RAMP SECTION SIDEWALK MAY BE NON -CONTINUOUS SIDEWALK IS NON -CONTINUOUS /:E NOTE . F, _ 4• _ 4' * * 4' —6' STANDARD CURB. —6" STANDARD CURB. **THIS RADIUS MUST BE INCLUDED FOR RAMP TO BE CONSTRUCTED CORRECTLY. TYPE "C3" TYPE "C4" 15' RADIUS MINIMUM 15' RADIUS MINIMUM NOTES: Q THIS TYPE OF RAMP MAY BE USED FOR LARGE COMMERCIAL APPROACHES WHERE THE STANDARD CONCRETE APPROACH IS NOT REQUIRED. THESE ALSO MAY BE USED FOR ALLEY AND PRIVATE STREET APPROACHES WHERE A. THE SIDE WALK IS NOT REQUIRED TO CONTINUE AROUND THE RADIUS B. A SECOND RAMP IS NOT REWIRED TO MOVE PEDESTRIANS ACROSS THE PRIMARY STREET. OB CURB ON THE RADIUS MUST BE 6' STANDARD CURB FOR SHOWN DIMENSIONS. Q ALL RAMP SURFACES MUST CONFORM TO ADA REQUIREMENTS. QD THIS TYPE OF CORNER MUST HAVE A SINGLE RAMP TURNED PARALLEL TO THE PRIMARY STREET. Q CORNER RADIUS IS 15' AS A MINIMUM. THE DISTRICT MAY REQUIRED LARGER RADIUS SIZES WHERE LARGER VEHICLE TURNING IS EXPECTED. Q THE RAMP THROAT WIDTH MUST BE 4 FEET MEASURED PERPENDICULAR TO THE 7 FOOT THROAT SIDE THE RAMP THROAT DEPTH MUST BE 7 FEET MEASURED FROM THE FACE OF THE CURB TO THE BACK OF THE APPROACH. THE 7 FOOT SIDE OF THE RAMP THROAT MUST BE PARALLEL WITH THE EXPECTED PATH OF THE PEDESTRIAN AND NOT PERPENDICULAR TO THE CURB FOR EXAMPLE PARALLEL WITH THE CROSS WALK STRIPES, THE STOP BAR, OR THE PRIMARY STREET CURB. © THE RAMP WING MUST BE 6 FEET MEASURED AT THE CURB FACE FOR 6' STANDARD CURB. THE WING AWAY FROM THE ROAD IS ELIMINATED AND REPLACED WITH A WING SUBSTITUTE THAT IS 6 INCHES HIGH AT THE FACE OF THE STANDARD CURB AND 0 INCHES HIGH AT THE BACK OF THE RAMP AND POURED MONOIIITHICALLY WITH THE RAMP. OH ALL RAMPS MUST HAVE A MINIMUM 4 FOOT X 4 FOOT LANDING BEHIND THEM FOR PEDESTRIANS VJ ALL CONCRETE ADJOINING THE RADIUS WITHIN AND AROUND THE RAMPS SHALL BE 5 INCHES THICK WITH 4 INCHES OF 3/4 INCH AGGREGATE BASE. J2) RAMP CROSS SLOPE TO BE 1.75% f 0.25X IDAHO STANDARDS r MENT EDESTRIAN RAMP TYPE "C"I STANDARD DRAWING FOR PUBLIC CONSTRUCTIONKS FOR NEW DEVELOPN0' SD-712C OF RADII TERMINAL. U LJ PERSPECTIVE R1/2"- LEGEND: iO 6" OF 3/4" MINUS CRUSHED AGGREGATE BASE MINIMUM. O CONCRETE. O 1/2" EXPANSION JOINT. TYPICAL SECTION NOTES: OA GRADE OF GUTTER MINIMUM 0.47. OB FILLET DETAIL FOR CORNER RADIUS 15 FEET OR LESS. © FILLET AND BASE SECTION THICKNESS SHALL MATCH THE VALLEY GUTTER, TYPICAL. Op PAY LIMITS FOR VALLEY GUTTER. 2017 ACHE REVISION IDAHO STANDARDS STANDARD DRAWING FCCONSTRUCTIONKs VALLEY GUTTER Q (AC'-4D SUPPLEMENT) N0 SD-7OH PLACE CONCRETE & CRUSHED BASE PER SD-709 REQUIREMENTS (WHEN APPLICABLE) 2'-0" R1/2" 6" V-6" R1/2" RI 1" BATTER n R3 1/2' D p p D p p ..; p p p p p p C p p S. 4' AGGREGATE BASE NOTES: OA GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND THE PUBLIC AGENCY HAVING JURISDICTION. O 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 EXCEED 95% OF STANDARD PROCTOR. © SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. PLACEMENT DEPTH PER PLAN OR AS DIRECTED AND PAID UNDER SECTION-801 ISPWC; COMPACTION SHALL MEET REQUIREMENTS OF SECTION 801-ISPWC. Op CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING (OR CONSISTENT WITH 2X SIDEWALK WIDTH FOR SCORE SPACING,). OE MATERIALS AND CONSTRUCTION IN COMPLIANCE W'.TH ISPWC SPECIFICATIONS. OF BACKFILL AS PER SECTION-706. © SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. OH STANDARD CURB TO BE USED ON: 1. COLLECTOR AND ARTERIAL STREETS, UNLESS OTHERWSE INDICATED. 2. ALL RADII PLUS 5-FEET EACH END WITH 2-FEET TRANSITION TO ROLL CURB. 3. TO MATCH EXISTING CURBS. 4. SEE SO-709 FOR CURB CONSTRUCTION WHEN SIDEWALK IS INCLUDED. 2017 ACHD REVISION STANDARDS 6" VERTICAL FOROR PUBLIC 'WORKSSTANDARD DRAWING CONSTRUCTION EVE CURB AND GUTTER N0 SD-701 (ACHD SUPPLEMENT) THICK CONCRETE Icy 31 Cuj 6" STANDARD CURB, 175%t 025% iQ6" MINUS CRUSHED BASE MATERIAL AS PER SECTION-800 SUBGRADE & BASE OND CURB 5" THICK CONCRETE 112 y 3,ti GUS 3" ROLLED CURBS 1.75% t 0.2.5% ANf CUTT-R OF 3/4" MINUS CRUSHED BASE MATERIAL AS PER. SECTION-800 ✓� `EXTEND SUBGRADE &. BASE 6" BEYOND CURB VAP.IES 12" 5' THICK CONCRETE 1� 7 _, " _ _ 5-W 3' 6" STANDARD CURB 1.757 i 0.25% AND GUTTER 3:7 SURFACE REPAIR •' n ". (4' MIIV) 4" OF 3/4" MINUS CRUSHED BASE MATERIAL AS PER SECTION-800 EXTEND SUBGRADE & BASE 6" BEYOND CURB 5' TH'CK CONCRETE Gu' 3' ROLLED CURBI 5 -10 1.751 3 0.2511 AND GUTTER L SURFACE REPAIR 4" OF 3/4' MINUS CRUSHED BASE t (4' MIN)4✓maxMATERIAL AS PER SECTION-800 ti ;"`-EXTEND SUBGRADE & BASE 6" BEYOND CURB NOTES: OA LOCATION GRADE AND WIDTH TO BE ESTABLISHED OR APPROVED BY THE OWNER. © BASE TO BE COMPACTED TO EXCEED 957 OF STANDARD DENSITY. © S:_ORE SIDEWALK TOWARD THE STREET NOT TO EXCEED 1.75% t 0.25% UNLESS OTHERWISE SPECIFIED BY THE OWNER. OD SCORE AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 5 FEET SPACING. OE 1/2" TRANSVERSE PREFORMED BITUMINOUS JOINTS AT THE TERMINUS POINTS FOR CURVE AND WHERE SIDEWALK IS PLACED BETWEEN TWO PERMANENT FOUNDATIONS, PLACE 1/2" EXPANSION JOINT MATERIAL ALONG THE BACK OF WALK THE FULL LENGTH. OF DRIVEWAY APPROACH ACROSS PLANTER STRIP TO BE 5" MINIMUM CONCRETE OVER 4" OF 3/4" M'NUS CRUSHED BASE. 2017 ACHD REMSION IDADARDS FOR HPUBLCNWORKS CONCRETE STANDARD DRAWIfJG (AC' DNSTRUCTION SUPPLEMENT) SIDEWALK N° SD-709 MATCH WIDTH OF FACILITY ALUMINUM PLATE (TYP.) TYPICAL 1//2"x3" BOLTS, WASHERS & NUTS (2 PER PLANK PER POST) VANDAL PROOF OR RIVETED 0 RED WHITE 2"x2" 14-GAUGE A.S.T.M. A570 POSTS it o TOE RAIL SIDEWALK III III- \� VANDAI_GUARD STAINLESS STEEL BOLT & VANDALPROOF NUT I I—� -III III =III III- I. I NOTES: 0 -HE ABOVE BARRICADE SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR WHERE CALLED FOR ON THE PLANS. QB MARKINGS FOR BARRICADE RAILS SHALL BE RED AND WHITE STRIPES (SLOPING DOWNWARD AT AN ANGLE OF 45• IN THE DIRECTION TRAFFIC IS TO PASS). © THE CHEVRON STRIPING ORIENTATION SHALT_ MEET THE REQUIREMENTS OUTLINED IN THE MUTCD. G THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FEET WHEN ILLUMINATED BY THE LOW BEAMS OF STANDARD AUTOMOBILE HEADLIGHTS. C FREE STANDING BARRICADES SHALL BE BUILT SIMILAR, BUT 2"x2" POSTS SHALL BE 5'-0" LONG AND SHALL HAVE 2" x 6" x 4'-0" LONG SUPPORTS SET 90' TO AND CENTERED ON POST FOR SUPPORT AND ATTACHED WITH (2) 1/2"x7" BOLTS WTIH WASHERS AND NUTS. O ALL SURFACES SHALL BE COVERED WITH PRISMATIC HIGH INTENSITY SHEETING. © ALUMINUM PLATE SHALL BE A MIN. 11 GAUGE WITH 1" THICKENED EDGE (MIN. 2 GAUGE) ON BOTH TOP AND BOTTOM. 2017 ACHD REMSION STANDARDS TERMINUS BARRICADE STANDARD DRAWING FOR OR P PUBLIC WORKS CONSTRUCTION (AC'�D SUPPLEMENT) TYPE II N0 SD-1132A DETACHED SIDEWALKS -J4II—O TYPE "H1" TYPE "H2" LEGEND 1.5% f 0.5% (2% Max. Slope) DIRECTIONAL RAMPS - STANDARD DOMES ♦ 7.3%: 1.01 (e.3% Max. Sl p ) - 3 1A% (10% AI"x..",l"p") O F >x � R- C G TYPE "H3" NON DIRECTIONAL RAMPS W/ RADIAL DOMES NOTES: O RAMPS FOR CORNERS WITH A MIN. 15' RADII AND UTILIZING ROLLED CURB. © RAMPS ARE CONTAINED WITHIN THE CURB RADIUS. © RAMP DIMENSIONS, MINIMUM DIMENSION INDICATED MUST ALSO MEET SLOPE CRITERIA IDENTIFIED ABOVE. CURB TYPE = STANDARD 3' ROLLED PER ISPWC SO-702 THROAT DEPTH = 4' FROM FACE OF CURB THROAT WIDTH = 4' MIN. WING = 3' TRAVERSABLE WING = 1.5' NON TRAVERSABLE RAMPS REQUIRE A MINIMUM 4'X4' LANDING IN SIDEWALK 0 1.57 f 0.5% (2% Max. Slope) O RAMPS SHALL NOT EXCEED 12.:1 (8.3%) SLOPE & TRAVERSABLE WINGS 10:1 (10%) OF NON TRAVERSABLE AREA - PATTERNED CONCRETF\LAWN\GRAVEI.\ETC. © 4'x4' FLAT STREET SIDE LANDING - CONCRETE FILLET IS REQUIRED (AS SHOWN) CONCRETE FILLET MUST HAVE A THICKNESS OF 8" AS SHOWN ON SD-708 OH CURB IS NOT REQUIRED TO BE FULL -HEIGHT 2017 ACHD REVISION Sheet 1 Of 3 FORHPUBLIC WORKS PEDESTRIAN RAMP TYPE "H" STANDARD DRAWING CONSTRUCTION FOR R01_LED CURB N0 SD-712H (ACHD SUPPLEMENT) ,TE (TYP.) WASHERS PER POST} -TED M. A570 POSTS AINLESS STEEL PROOF NUT NOTES: �A THE ABOVE BARRICADE SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR WHERE CALLED FOR ON THE PLANS. BO MARKINGS FOR BARRICADE RAILS SHALL BE RED AND WHITE STRIPES (SLOPING DOWNWARD AT AN ANGLE OF 45• IN THE DIRECTION TRAFFIC IS TO PASS). © THE CHEVRON STRIPING ORIENTATION SHALT_ MEET THE REQUIREMENTS OUTLINED IN THE MUTCD. �D THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FEET WHEN ILLUMINATED BY THE LOW BEAMS OF STANDARD AUTOMOBILE HEADLIGHTS. E FREE STANDING BARRICADES SHALL BE BUILT SIMILAR BUT 2"x2" POSTS SHALL BE 6'-0" I.ON AND SHALL HAVE C G P 2" x. 6" x 4'-0" LONG SUPPORTS SET 90' TO AND CENTERED ON POST FOR SUPPORT AND ATTACHED WITH (2) 1/2"x7" BOLTS WITH WASHERS AND NUTS. �F ALL SURFACES SHALL BE COVERED WITH PRISMATIC HIGH INTENSITY SHEETING. © ALUMINUM PLATE SHALL BE A VIN. 11 GAUGE WITH 1" THICKENED EDGE (MIN. 2 GAUGE) ON BOTH TOP AND BOTTOM. 2017 ACHD REVISION DAHO TERMINUS BARRICADE FOR STANDARDS STANDARD DRAWING FOOR PUBLIC WORKS CONSTRUCTION TYPE III N0 SD-1132B (ACHD SUPPLEMENT) w z a$ _ 00 >m' - Cp - _ -4Of Q U N E 2 = - O C d L E ' __ _ v L) 4, N � E EE& CL mwa s� m CONTACT DK3LM BEFOFE DKdC�IO 1-800-U2-1585 U z O J J CO � O = DO DO D — U O — U) w z Q U _ O W w 0 O Of >_ Q u ILL! F 2 _ w ~ W U L z O 0 a QQ�c'Q�\O SA E FOG/OFF 10813 6-14-21 �O 9�SST� 0 ER • a ❑ s� z 0 og Y/ O z U Z � >m ° w Z m ❑ 4 zm ❑ 0 mmo Q • U W� y N tt l U XQ. Z w d LL Wa a ❑ JOB NUMBER: IDB2096 QDATE: 6-14-21 SHEET NUMBER: w RD.6 wo w w/ li 06/15/2021 _ APPROVED DAM. 042522 III NUMBER: rasaoa C. I ry DI.1A LIP: 2571.30 N I I I � SDMH-1B 4+21.47,14.50R I I 2+66.59,S.00R1 yi I RIM:2571.30 I SDMH-1C I I RIM:2571LE) 691 a(I I 12" IE OUT: 2568.50 (E) 4+21.47, 5.00R I I I - - - - SDMH-1D --- ---� L-------- �:=------I L------ -- - - ----J --- SUMP EL:256------------- _ i QP100: 0.50 CFS RIM: 2571.49 6+00.97, 9.61R SEE PROFILE ON SD.2.1 16" IE IN: 2567.99RIM: 2571.94 QP25: 0.36 CFS 16" IE OUT: 2567.99 ( SUMP EL: 2566.21 1 SUMP EL: 2566.61 - - - - - - - 12" IE IN: 2568.21 (S) - - - - - - - - -12" IE IN: 2568.21 (E) - _ 12" IE IN: 2568.61 (SE)' 178.79' OF 12" C-900 PVC @ 0.224% @ 12" IE IN: 2568.21 (W) 150.88' OF 16" C-905 PVC @ 0.146% 29.22' OF 16" C-905 PVC @ 0.171 17-3 , 12" IE OUT: 2568.61 (N) V100: 2.5 FPS 7.50' OF 12" C-900 PVC 3.867% 1 V100: 2.5 FPS i 3 16" IE OUT: 2568.21 (N)' -V100: 2.6 FPS °^ l \ V100: 5.5 FPS I \ m 3 j 36.09' OF 12" C-900 PVC @ 0.257% SZ L OSZ L o D. �SZL OSZL OSZL OSZL OSZL p 0 OS9 assL assl 0 91, S9L V100: 2.6 FPS 9.94 16 DR 35 PVC @ 0.2 'OF "S 01° SDMH-1E \�i S oO°- + g 8sl 6+34.87, 9.81 R , .......t .... 5+00 - - - RIM: 2571.77 A 00 NW 13TH AVE. y g+0.......................... Mg............. M8 \\ 8 M8 M8 M8 M�IP:2571.30 8 .�+ 657°/ 3+00 .... _ _ _ _ _ _ _ _ _ SUMP EL: 2s66.70 V100' OF FP C-900 PVC @ 1. o O� 16" IE: 2567.92 12" IE IN: 2568.70 (E) 3 V100: 2.8 FPS 48 M8 6 MB M RIM: 2571.6818 M8 12" IE OUT: 2568.70 (NW) 1 .O 117" RIM: 2571.65 y^� D y 18-3 19.76' OF 12" C-900 PVC @ 0 202 % -I 1- - VP100: 2.5 FPS DI-1B 0001 -. SDMH-2A � # SDMH-14 I \ _ 4+21.47, -14.50E �o 1 GALS&G TRAP - - - - - - - - - - - - - - \ - 6+77.06, 24.50R 2+s1.32, -24.50E e m TOP OF LOWER BAFFLE EL 2567 82 1 L RIM: 2571.30 \ \ RIM: 2571.94 / / RIM: 2571.76-- 3 18" IE OUT: 2566.97 (E) E N� I T } 12" IE OUT: 2568.50 (W) \ LIP: 2571.58 � o00 1 LIP: 2571.58 I I � � SUMP EL 2566.02 SUMP EL: 2565.94 I \ QP100: 0.44 CFS \ 12" IE IN: 2568.02 S 16" IE IN: 2567.94 SW sp $ - - _ DI.1C p 2 QP25: 0.31 CFS O ( ) oo• Q FG 2571.72 6+55.23,14.50R 12" IE OUT; 2568.02(E) 16" IE OUT: 2567.94 (N) FG. � O / RIM: 2571.58 4.50R 3 DI.1 D I I \ I I (.. 12" IE OUT 2568.31 N SEEPAGE BED #2 4 12" IE OUT: 2568.224 (E) - - ` Q , RIM: \----------L---- - - 12" IE OUT: 2568.78 (N) 1 6+55.23, -14.50E I I u7 " I I I �l I I I I � O 2572.03 a QP100:1.05 CFS 1 I - FG.2572.06 \ ti 12" IE OUT: 2568.78 S I I I - - - -I- - QP25: 0.75 CFS I �� 12" IE OUT: CFS O I I ` \ I- - - 2572- - I I I \ I o t' Y 19-3 m -I- - -° H 4-6 7.50' OF 12" C-900 PVC @ 0.533% QP25: 0.19 CFS Y FG 2572.04 i " 6 A VP100: 3.3 FPS 5-5 4-5 3-5 2-5 1-25.50' OF 12" C-900 PVC @ 0.235% t-6o \ f I I I I VP100: 2.7 FPS O 8 \ SDMH-2B I �� Z I .� SDMH-1F 1 I I I 1 6+77.06 -5.00L I \3 x 3 loon -- 6+55.23, 5.00R 17.50' OF 12" C-900 PVC @ 0.229% I I I < RIM: 2571.82 \ \ , - - - RIM: 2571.77 Z 2.0 FPS SUMP EL: 2566.08 1 V100: o SUMP EL: 2566.74 +- 12" IE IN: 2568.08E 'Is o - - 12" IE IN: 2568.74 (N) Q 12" IE OUT: 2568.08 (N) �' 12" IE: 2567.99 ✓-, . :. _, � n>go r 9 � A' A( .. 7.04'OF�12"SDR35PVC@0.426�% „"- 12" IE IN: 2568.74 (S) � � I � ^ I I V I , -9.75'- 12" IE OUT: 2568.74 (W) I I I ��ti I 1 I �s� 1 / I ro - - z5-71 \ 1 1" 1 )3....... I RIM: 2571.88 .... 257y...._... - -3 / SEE PROFI ON SD.2.1 T --� \� ... .. .... .-.. .... / \ \ I L-------- L--------J ) L---------I L------ J L --- LE 5 88 �� FG 2571.92 ` FG 2572.24 �' ` \ In In 2 '_' 4PI 4 4PI- " 4PI, m Ir -SG#2 t b db w 1 a 1000 GAL S&G TRAP rn o r TOP OF LOWER BAFFLE EL: 2567.89--� 18"IEOUT: 2567.04(N) 1 \ a III 107.42' OF 12" C-900 PVC @ 10.242% \\ / I 5-6 I � VPIIOO 2.7 FPS \ / 1 SEEPAGE BED 01 \ �� a \ s r SDMH-2C A I--------� / s RIM: 2571.37 I o I - SUMP EL: 2566.34 \2S 2J 7.52' OF 12" C-900 PVC @ 0.532/o I o 12" IE IN: 2568.34 (N) \ \ V100:2.5FPS I 12"IEIN:2568.34(S) -- - - - -------------� �I I 1r l 10-5 1 C. 12" IE OUT: 2568.34 (W) \\ - �� -LIP: 2571.+ - 6-6 ���? I `� I DI-213 I I DI-2A f iAdb 5+65.65,-14.52L 5+65.63,14.50R I ( FG:2571.97 .............. RIM: 2571.18 y RIM: 2571.18................../ V A c �2572 12" IE OUT: 2568.38 N 9 o En 12" IE OUT: 2568.38 (S ( ) ) \ L' QP100: 0.57 CFS p QP100: 1.18 CFS �. .,.. QP25: 0.41 CFS QP25: 0.85 CFS - - - / / N 6 I LIP:2571.18 1 db / - �p5 / 3 17.50' OF 12" C-900 PVC @ 0.229% db db / n FG: 2571.87 - . - ---77 N' VP100:2.5FPS ! / Z0. - -, z STORM DRAIN - AREA 1 + AREA 2 Keyed Notes O Notes 0 20 40 1. STORM DRAIN PIPES ENTERING AND EXITING INLETS SHALL BE FEET 1. INLET CATCH BASIN TYPE -IV (FOR ROLLED CURB) PER ACHD SUPPLEMENTAL DRAWING SD-604A (SEE SHEET SDA). STORM DRAIN CONSTRUCTED IN ACCORDANCE WITH ACHD ALIGNMENT TOLERANCES PIPES ENTERING AND EXITING INLETS SHALL BE CONSTRUCTED IN AT THE INLET - COORDINATE TOLERANCES AND REQUIREMENTS WITH ACCORDANCE WITH ACHD ALIGNMENT TOLERANCES AT THE INLET - ACHD INSPECTOR PRIOR TO STORM DRAIN CONSTRUCTION. DEFECTIVE COORDINATE TOLERANCES AND REQUIREMENTS WITH ACHD INSPECTOR WORK SHALL BE REMOVED AND REPLACED AS REQUIRED BY ACHD. NO PRIOR TO STORM DRAIN CONSTRUCTION. DEFECTIVE WORK SHALL BE ADDITIONAL PAYMENT SHALL BE MADE. REMOVED AND REPLACED AS REQUIRED BY ACHD. NO ADDITIONAL PAYMENT SHALL BE MADE. 2. 1000 GAL SAND AND GREASE TRAP PER CURRENT ACHD STORM WATER DESIGN GUIDELINES BMP #1 (SEE SHEET SD.4 AND SEE DETAIL 2/SD.3). 3. 48" DIA. CONCRETE CATCH MANHOLE PER ISPWC SD-611. USE OLDCASTLE MHL 136 FLAT 48" DIA. PRECAST CONCRETE LID. 4. SEEPAGE BED PER CURRENT ACHD STORM WATER DESIGN GUIDELINES BMP #20 (SEE SHEET SD.5 AND SEE DETAIL 1/SD.3). 5. 10' PERIMETER STORM DRAIN EASEMENT TO ACHD. 6. GROUND WATER OBSERVATION WELL PER ACHD SUPPLEMENTAL DRAWINGS SD-627 (SHEETS 1 & 2) - (SEE SHEET SDA). LOCATE MONITORING WELLS IN ACCORDANCE WITH CURRENT ACHD p /� {� STORMWATER GUIDELINES BMP #4 SHEET 2. Plans Are Accepted For Public 7. SOLID WALL 18" DIA. ADS N12 DUAL WALL PIPE BETWEEN STRUCTURE Street Construction AND 5-FEET INTO SEEPAGE BED (NON-PERORATED). 8. SOLID WALL 12" DIA. ADS N12 DUAL WALL PIPE BETWEEN STRUCTURE By stamping and signing the improvement plans, the Registered AND 5-FEET INTO SEEPAGE BED (NON-PERORATED). Engineer ensures the District that the plans conform to all District 9. CAP END. policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans the District does not relieve the Registered En t responsibilities. BY DATE- 06/15/2021 ADA COUNTY HIGHWAY DISTRICT W z t00 - LL F It U) 0. Q U - S t 2 EL o_ � c LL U 13 2 IZ m t o p U , a„ d m = u) a �LL u,oz CONTACT DKLJNE 48-HOURS BEFORE DKVG 1-800--342-1585 J Z O J rn � O = DO 00 U) ❑ 1n Z Q W U Of W _ O W 0 IY } Q u W : 2 _ W W w w ~ z O O a FNG� ASS\ONAI 0' 6-14-21 �o "e \VP 9p OF o� SS K ER\��S • 1 a � ❑ - o as m w 9_. m wg tt aoz W Q 6 z � Q w9 >m? w Q U $ Y z > r W 2 m o =° 1, W❑ Y N N In U K Q U-X Z O w A., Z a a ❑ JOB NUMBER: IDB2096 Q DATE: 6-14-21 SHEET NUMBER: SD w .1 rA DWT APPROVED ChM, �22 FU NI WRF 1asaoa � I I DI-3A 3+51.21,14.50R RIM:2570.43 12" IE OUT: 2567.63 (S) L - - - - QP100:0.57CFS - - -- QP25:0.41 CFS LIP- 2570.43 i -12 50 OF 12" C-900 PVC @ 0.232% 21 V100: 2.0 FPS 12.50' OF 12" C-900 PVC @ 0.232% VI00: 2.3 FPS W \ DI-3B 3+51.21,-14.50E RIM:2570.43 SDMH-3A I ' 3+51.21, 0.00 RIM:2570.72 SUMP EL: 2565.60 12" IE IN: 2567.60 (N) 12" IE IN: 2567.60 (S) ' 12" IE OUT: 2567.63 (E) V100: 2.4 1 I E 4+00 12" IE OUT: 2567.63 (N) 8 eti _ FG: 2571.11 QP100: 1.00 CFS QP25: 0.72 CFS LIP: 2570.43 1 k 5.00' FG. 2571.68 5.27' -----r,--ir 7--- - - - - FG:2571.37 87.00' - - ----- -7- 2 4 7 5 = I SEEPAGE BED #3 1 2-3 I LU � I a 2 H 3 z N STORM DRAIN - AREA 3 0 20 40 FEET g6C-900 PVC @ 0.209% S �f10D E VRIM: v g5 ... 57t........... . DMH-3B 22.62,0.00 2570.86 UMP EL: 2565.58 IE IN: 2567.58 (W)" IE OUT: 2567.58 (S) , 37.88' OF 12" C-900 PVC @ 0.264/^16 \ � V100: 2.6 FPS SDMH-3C \ 3+25.47, 41.77L V RIM:2571.14 SUMP EL: 2565.4812" IE IN: 2567.48 (N) 12" IE OUT 2567 48 (S) 12" IE OUT 2567 76 (W) I 7.52' OF 12 C-900 PVC @ 0.266%1 V100:i.6FPS 12" IE: 2567.48 RIM:2571i.26 \ \\ SG-3 1000 GAL S&G TRAP \ TOP OF LOWER BAFFLE EL: 2567.36 \ 18" IE OUT: 2566.51 (W) \-RIM: 2571. 8 I Ir1 DI.4B 1+95.87,-14.50L RIM: 2571.43 12" IE IN: 2568.20 (E) 12" IE OUT: 2568.20 (W) QP100: 0.07 CFS QP25: 0.05 CFS 1.11' OF 12" C-900 PVC @ 4.174% roE roc SDMH 4A - - 2572- - 1+95.87,-19.10Lop - - - - - - - - - - RIM:2571.68 SUMP EL: 2566.15,_ 12" IE IN: 2568.15 (E) 1 T 4PI 12" IE OUT: 2568.15 (SW) 3 12" IE OUT: 2568.21 (S)_ - - - - 4.91' OF 12" SDR 35 PVC @ 1.548% D \ D 49',. o0 I 12" IE: 2568.07 RIM:2571.94 0 I I i SG#4 �= 1000 GAL S&G TRAP 2 TOP OF LOWER BAFFLE EL: 2567.97 7 \ 18" IE OUT: 2567.12 (S) I I RIM: 2572.07 n\� I 2-2 FG:2572.30 1-2 3_2 N SEEPAGE BED 94 I \ \ I j FG: 2572.71 1/ IP:2571.43 cv FG: 2572.09 2 1 �\ 7.L I o s.0 1p pp Jc I / / 6 N� STORM DRAIN - AREA 4 0 20 40 FEET i t 71.44 \\ \ \ DI.4A 9' \I \ _,�_1+95.87,14.5011 \\, RIM:2571.44 12" IE OUT: 2568.64 (W) QP100: 0.05 CFS T QP25: 0.03 CFS 29.00' OF 12" C-900 PVC @ 1.500%- \ 1 \ 5 l 1.... Keved Notes O a i 'MawNEs 1:1VA1 v A": . � I I ?sad. I �Ii�l 009- Via AW 1. INLET CATCH BASIN TYPE -IV (FOR ROLLED CURB) PER ACHD SUPPLEMENTAL DRAWING SD-604A (SEE SHEET SDA). STORM DRAIN PIPES ENTERING AND EXITING INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACHD ALIGNMENT TOLERANCES AT THE INLET - COORDINATE TOLERANCES AND REQUIREMENTS WITH ACHD INSPECTOR PRIOR TO STORM DRAIN CONSTRUCTION. DEFECTIVE WORK SHALL BE REMOVED AND REPLACED AS REQUIRED BY ACHD. NO ADDITIONAL PAYMENT SHALL BE MADE. 2. 1000 GAL SAND AND GREASE TRAP PER CURRENT ACHD STORM WATER DESIGN GUIDELINES BMP #1 (SEE SHEET SDA AND SEE DETAIL 2/SD.3). 3. 48" DIA. CONCRETE CATCH MANHOLE PER ISPWC SD-611. USE OLDCASTLE MHL 136 FLAT 48" DIA. PRECAST CONCRETE LID. 4. SEEPAGE BED PER CURRENT ACHD STORM WATER DESIGN GUIDELINES BMP #20 (SEE SHEET SD.5 AND SEE DETAIL 1/SD.3). 5. 10' PERIMETER STORM DRAIN EASEMENT TO ACHD. 6. GROUND WATER OBSERVATION WELL PER ACHD SUPPLEMENTAL DRAWINGS SD-627 (SHEETS 1 & 2) - (SEE SHEET SDA). LOCATE MONITORING WELLS IN ACCORDANCE WITH CURRENT ACHD STORMWATER GUIDELINES BMP #4 SHEET 2. 7. SOLID WALL 18" DIA. ADS N12 DUAL WALL PIPE BETWEEN STRUCTURE AND 5-FEET INTO SEEPAGE BED (NON-PERORATED). 8. SOLID WALL 12" DIA. ADS N12 DUAL WALL PIPE BETWEEN STRUCTURE AND 5-FEET INTO SEEPAGE BED (NON-PERORATED). 9. CAP END. Notes 1. STORM DRAIN PIPES ENTERING AND EXITING INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACHD ALIGNMENT TOLERANCES AT THE INLET - COORDINATE TOLERANCES AND REQUIREMENTS WITH ACHD INSPECTOR PRIOR TO STORM DRAIN CONSTRUCTION. DEFECTIVE WORK SHALL BE REMOVED AND REPLACED AS REQUIRED BY ACHD. NO ADDITIONAL PAYMENT SHALL BE MADE. Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans the District does not relieve the Registered E t responsibilities. BY DATE- 06/15/2021 ADA COUNTY HIGHWAY DISTRICT Wz o 00 W y CL a U fL S u 3 a � 0.2 LL C1 = v 2 --' a� Q N � N 0 o � o U Q 3 N� � FL CONTACT DKNLJNE 48-HOURS BEFORE DKXMG 1-800-342-1585 J(n z J � O = � m Q � 0 U) zz Q W 0 0 O Of W = L) LU o o } Q w W � _ _ H w WUj z o O a FyG� �Sg\ONAL G\ST yFF Q� 3 Jj 6-14-21 20 9pSSTOF K • co M 1 a - 0 w a o W Q 0 z Q Cw9 >m? w Z > U a mz U K Y n� ro Q U X Z O w wau Z w w ❑ JOB NUMBER: IDB2096 Q DATE: 6-14-21 SHEETNUMBER: w fY SD.2 w u y DWT APPROVED ChM, �22 rum 11 2+20 2580 2576 2572 2568 2564 2+20 3+00 4+00 5+00 6+00 7+00 2580 w °o � A 1 I m W� W N c6 N N R' .6 N C N F m° O izi N N N 7 N A N .. ? � N N N? 2 W W S r N Z O S M N Z Z O Q �IiNZ O U -7�NZZZO �NN M�Cq WIL G + IN W W W = W W = W W W W O+ O + N iN N iN iN VJN Q'Z_ ;Z to FINISHED GRADE @ ROADWAY C/L C SDMH-1 B APPROXIMATE EXI T NG GRADE DW A DI-1B 6+5 6+55.23, 14.SOR 2+66.59,5.00 @ ROADWAY CIL 4+21.47,14.50R 4+21.47,-14.50L RIM:2571.58 RIM:2571.69 RIM:2571.30 RIM:2571.30 12" IE OUT: 2568.78 (N) 16" IE IN: 256 .99 12" IE OUT: 2568.50 (E) 12" IE OUT: 2568.50 (W) 16" IE. OUT: 567.99 4 DI-1 D 154.88' OF 16' C905 PVC@ A % 182.79' OF 12" C900 PV @ 0.22% 6+55.23,-14.50L RIM:2571.58 12" IE OUT: 2568.78 (S) 33.22OF 16" C905 PVC 4 @ 0.15% s' 116"IE:Iz567.s2STORM 11.94' OF 16" C905 PVC @ 0.17% AI 23,76' OF 12" C900 PVC @ 0.17% 13TH AVE. 40.08' OF 12" C900 PVC 1000 GAL S&G TRAP SG#1 TOP OF LOWER BAFFLE EL: 2567.82 HOR ZONTAL SCALE: 1" =20' - - - - - - - - - - VE TICAL SCALE: 1" = 2' 3+00 4+00 5+00 STORM DRAIN PROFILE - NW 13TH AVE. 5+00 2580 2576 2572 2568 2564 5+00 6+00 7+00 7+40 2580 z N � M M M N 06 G J °D W t°OO N N K j M N N Z Z O Q N N 7~ 7 N'4 N _ N W W W = 4 W W W In fn Ll1 X ; ; SDMH-2B 6+77.06, -5.00L RIM:2171,12 DI-2A 5+65.63,14.50R 12" IE IN: 2568.08 (E) 12" IE OUT: 2568.08 (N) RIM: 2571.18 12" IE OUT: 2568.38 (S) Q 111. 1' OF 12" 900 PVC @ 0.23° I DI.2B 5+65.65, -14.52E RIM: 2571.18 9.04' OF 12" C900 PVC @ 0.33% 12" IE OUT: 2568.38 (N) 12" IE: 2567.99 OME AKE ST. A1000 GAL S&G TRAP SG#2 ORIZONTAL VERTICAL SCALE: 1" =20' CALE:1"=2' TOP OF LOWER BAFFLE EL: 2567.89 6+00 7+00 STORM DRAIN PROFILE - W. HOMESTAKE ST. r 2576 2572 2568 2564 7+40 6+00 2576 2572 2568 2564 7+00 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans X the District does not relieve the Registered En ee c t e responsibilities. BY DATE• 06/15/2021 ADA COUNTY HIGHWAY DISTRICT Ix o 00 Ix y IL Q U E u- 3 a � , G LL C1 U (U u L) CU U) c FL mwa_o� m 1 CONTACT DKNLJNE 48-HOURS BEFORE DKXMG 1-800-342-1585 U z O J J (n � o = m Q � m — U) (7 z z W 0 0 O Of W = U� W O 0 [If} Q w W � _ _ W W w W I— Z o a FyG� �Sg�ONAL G\ST yFF Q� 3 Jj 6-14-21 20 9pSSTOF K • co M N Q ❑ - z 0 m w rz °z W z J -gym L6 w9 >m? w Z > U a G < m Z� ❑ N�o U K Y n z Z O w wau Z w w ❑ JOB NUMBER: IDB2096 IO DATE: 6-14-21 SHEETNUMBER: w Oj F SD.2.1 w y aWERmtANi�-- �� OVER ALL WIDTH PLAN -SEE 24" DIA. CAST IRON o Y APPROVED WATER ROADWAY SECTION �,;' � RING AND COVER u11E o aW2 QUALITY 1 50, PRIMARY STORAGE CHAMBER OR LANDSCAPE PLANTER ,. w w CHAMBER SEE PLAN (SEE PLANS) z O A f0.FN°°" SEE PLAN NONWOVEN FILTER FABRIC ON TOP AND ALL SIDES OF 5 8 1 SEEPAGE BED / FINISHED GRADE � GROUT c c 18" 112 PERF. WQ PIP BOTTOM OF ROCK EL ' � MAX GW EL. BOTTOM OF LINED BED SHALL BE AT OR ABOVE THE SEASONAL HIGH GROUND WATER EL. J'c2�-Ji'ST_'7b�j>t5�1t3tC�jC�(�bj TOP OF ROCK EL. )O<DO : O000000D O�O�O�O�ODO n_ 00 O o0000 0^-^-^- 70<� 0 2 0 3 0 0 12" FULL PERF. <o w> O oOoOoOoOoBYPASS PIPE IE �o(z o���/�SILT AND CLAY O OnOnOnOnOnOn00000000<- v> 2" WASHED ANGULAR ASTM C33 FILTER SAND��o�o�o�o<���o DRAIN ROCK 1/ o oDoDoDoDoDoPo2o2o�oDu u0 BOTTOM OF ROCK EL. FREE DRAINING SANDS AND GRAVELS INFILTRATION RATE=41N/HR I _ Keyed Notes O 1. POND LINER (PVC) MEETING ACHD SECTION 8202.18 SPECIFICATIONS. 2. NONWOVEN FILTER FABRIC ON TOP, ENDS, AND ALL SIDES OF SEEPAGE BED. 3. ASTM C33 FILTER SAND SHALL BE WRAPPED ON ALL SIDES WITH WOVEN GEOTEXTILE FABRIC. A5 �4so �� o _318"DIA. WVDIA. I/ �. / PERFORATION \ a� �� 1 , PERFORATION \ �; PIPE PE - PERF. EL � ' 18" DIA. DUAL qse p5 12" DIA. DUAL WALL ADS PIPE WALL ADS PIPE %" DIA PERFORATION IN %" DIA PERFORATION IN VALLEYS OF CORRUGATED PIPE. 5 EA. VALLEYS OF CORRUGATED PIPE. 8 EA. 12" BYPASS PIPE 18" ISOLATOR PIPE PERFORATION PERFORATION SCHEDULE SCHEDULE SAND AND TANK LOWEST LOWEST FG TOP OF TANK RIM EL 18" HALF 12" OVERFLOW DRAIN ROCK TOP OF BOTTOM OF SEASONAL TOP OF 18" BOTTOM OF 18" OVERFLOW TOP OF BOTTOM OF DEPTH LOWEST GREASE SEEPAGE SIZE TANK RIM EL. OVER LOWER MINUS PERFORATED PERFORATED THICKNESS DRAIN DRAIN ROCK GP SOIL EL. HIGH PERF PIPE TO PERF PIPE TO PIPE SIZE OVERFLOW PIPE OVERFLOW PIPE FROM ROCK FG TO TRAP # BED # (GAL) EL. BED. BAFFLE EL LOWER PIPE IE. PIPE IE. (FT) ROCK EL. EL. GROUND TOP OF ROCK BOTTOM OF (IN') TO TOP OF ROCK TO BOTTOM OF TO GW TOP OF BAFFLE EL 2566.97 WATER EL. (FT) ROCK (FT) (FT) ROCK (FT) ROCK 1 1 1000 2571.67 2571.72 2567.82 3.85 2568.24 3.50 2570.22 2566.72 2567.48 2566.51 1.75 0.25 12.00 0.98 1.52 0.21 1.50 2 2 1000 2571.88 2571.92 2567.89 3.99 2567.04 2568.31 3.50 2570.42 2566.92 2567.64 2566.60 1.88 0.12 12.00 1.11 1.39 0.32 1.50 3 3 1000 2571.26 2570.75 2567.36 3.90 2566.51 2567.76 3.00 2569.25 2566.25 2567.32 2566.60 1.24 0.26 12.00 0.49 1.51 -0.35 1.50 4 4 1000 2571.94 2572.09 2567.97 3.97 2567.12 2568.21 3.50 2570.39 2566.89 2567.37 2566.37 1.77 0.23 12.00 1.18 1.32 0.52 1.70 DRAIN ROCK SPECIFICATION Vold Volume of Typical Materials Material Void Volume % 2" Max Blasted Rods 30 1-W to 2" Uniform Size Gravel 40 3/4' Uniform Size Crushed Chips 40 Crushed Glass 30 Crushed aggregates shall have a minimum 50% crushed or fractured face (at least on one side and meet the following gradation: Crushed Aggregate Sieve Size Percent Passing 3 inch 100% 1 inch 25-60% 3/8 inch 0-4% No. 200 0-2% PVC LINER SPECIFICATION PVC I inar Property Test Method English Profile Thickness ASTM D-1593 30 mil Specific Gravity ASTM D792 1.20 Breaking Factor (Ibs/in width)(1" ASTM D-882 Method A or 73 wide)B Elongation at Break (%) (2" jaw ASTM D-882 Method A or 350 separation) B Modulus (force) at 100% ASTM D-882 Method A or 34 Elongation Ibs/in width B Tear Resistance Ibs, min ASTM D-1004 Die C 8.5 Low Temperature, °C ASTM 1790 -29 Water Extraction (% loss max) ASTM D-1204 0.15 as modified by NSF Dimensional Stability (each ASTM D-1204 t 3 direction, % change max Volatility Loss % loss max ASTM 1203 Method A 0.7 Breaking Factor ASTM D-3083 * 5 as modified b NSF Elongation at Break ASTM D-3083 t 20 (as modified by NSF Modulus at 100% Elongation ASTM D-3083 t 20 (as modified by NSF Hydrostatic Resistance psi min ASTM D-751 Method A 100 SEEPAGE BED CROSS SECTION PERCOLATION TEST REQUIRED AT EACH SEEPAGE BED LOCATION: 1. THE DESIGN PERCOLATION RATE FOR THE SEEPAGE BED INFILTRATION FACILITIES IS 8 INCHES/HR. UNDER DIRECTION OF THE OWNER'S GEOTECHNICAL REPRESENTATIVE, CONTRACTOR SHALL CONDUCT A PERCOLATION TEST TO BE WITNESSED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE & ACHD. CONTRACTOR SHALL PROVIDE ALL WATER, AND OTHER MATERIALS REQUIRED TO PERFORM THE TEST. THE PERCOLATION TEST SHALL BE PERFORMED BY THE SOILS ENGINEER AFTER THE SEEPAGE BED IS EXCAVATED TO VERIFY THE DESIGN INFILTRATION RATE. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT TO WITNESS THE TEST FOR IT TO BE CONSIDERED VALID). IF THE PERCOLATION IS LESS THAN THAT SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR SHALL CONTACT ENGINEER TO RE -DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. ACHD APPROVAL IS REQUIRED FOR ANY MODIFICATIONS TO THE STAMPED, APPROVED DESIGN PLANS. GEOTEXTILE SPECIFICATION Non -Woven Filtar Fabric Properly Test Method English Tensile Strength Grab ASTM D-4632 120 Ibs Elongation ASTM D-4632 50% Puncture ASTM DA833 65 Ibs Trapezoidal Tear Strength ASTM DA533 50 Ibs UV Resistance ASTM DA365 70% Apparent Opening Size AOS ASTM DA751 70 US Std. Sieve Permittivity ASTM D-4491 1.50 seo-1 Water Flow Rate ASTM D-4491 1 120 gpmffc2 Wnvan Fahrir- Property Test Method English Tensile Strength Grab ASTM D-4632 Min 250 Ibs Puncture Strength or CBR Puncture ASTM D-4833 or ASTM D-6241 Min 125 Ibs or Min 950 Ibs UV Resistance ASTM D-4355 Min 80% Apparent Opening Size AOS ASTM D-4751 70 US Std. Sieve Water Flow Rate ASTM D-4491 1 Min 18 Percent Open Area CW-02215 I Min 4% SEEPAGE BED NOTES: 1. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED AT AN ELEVATION HIGHER THAN THE BOTTOM ELEVATION OF THE LINED SEEPAGE BED; OR, WITHIN 3-FEET OF THE BOTTOM ELEVATION OF AN UNLINED SEEPAGE BED. 2. ALL GEOTEXTILE FABRIC SEAMS SHALL OVERLAP 1-FOOT MINIMUM, UNLESS OTHERWISE DIRECTED BY THE MANUFACTURER. 3. THE FULL ROADWAY SECTION IS REQUIRED OVER THE SEEPAGE BED IN PAVED AREAS. 4. SEE STORM DRAIN PLANS FOR ADDITIONAL INFORMATION. 5. THE BOTTOM ASTM C33 SAND ELEVATION IS THE MINIMUM EXCAVATION DEPTH. 6. SEE ACHD STORMWATER DESIGN GUIDELINES BMP #20 "SEEPAGE BED" FOR ADDITIONAL REQUIREMENTS - "OPTIONAL CHAMBERS ARE NOT REQUIRED. 7. GROUNDWATER WAS MONITORED BY THE PROJECT GEOTECHNICAL ENGINEER BETWEEN 7/7/2020 & 1/5/2021 AND THE SEASONAL HIGH GROUNDWATER DEPTH WAS DETERMINED TO VARY FROM 4.7' TO 7.0' BGS ACROSS THE SITE. SEE "GROUNDWATER MONITORING AND DEPTH TO FREE DRAINING SOILS" TABLE ON THIS SHEET. PERCOLATION TESTING WAS PERFORMED BY THE PROJECT GEOTECHNICAL ENGINEER AS PART OF THE GEOTECHNICAL INVESTIGATION FOR THE SITE DATED 8/26/2020. PERCOLATION TESTING WAS PERFORMED ON SUBSURFACE GP SOIL (POORLY GRADED GRAVEL WITH SAND & COBBLES) AND WAS DETERMINED TO BE GREATER THAN 8"/HR. A DESIGN PERCOLATION RATE OF 8"/1HIR. WAS USED FOR DESIGN OF THE STORM DRAIN SEEPAGE BEDS. 8. THE DESIGN VOLUME OF THE FACILITY DOES NOT INCLUDE VOIDS WITHIN THE ASTM C33 FILTER SAND LOCATED AT THE BOTTOM OF THE FACILITY. 9. THE SEEPAGE BED WIDTH SHALL REMAIN CONSTANT ALONG THE LONGITUDINAL LENGTH OF THE SEEPAGE BED. 10. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY EXCAVATED (NOTE: AN ACHD INSPECTOR MUST BE PRESENT TO WITNESS THE TEST FOR IT TO BE CONSIDERED VALID). IF THE PERCOLATION IS LESS THAN THAT SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR, OR RE -DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. ACHD APPROVAL IS REQUIRED FOR ANY MODIFICATIONS TO THE STAMPED, APPROVED DESIGN PLANS. 11. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE MARKERS DURING CONSTRUCTION, AND PRIOR TO BACKFILLING. Groundwater Monitorine & Death to Free Drainine Soil TP# Existing Ground El. Min. Depth BGStoGW Season High to GPSoiI Depth BGS GW EL. oGIRSo El. ofGP Soil 1 2572.18 5.6 2566.58 4 2568.18 2 2571.71 5.3 2566.41 2.5 2569.21 3 2571.24 5 2566.24 4 2567.24 4 2571.60 4.7 2566.90 3.5 2568.10 5 2572.70 4.9 1 2567.80 4 2568.70 N CONCRETE GRADE RINGS>A� p """'- 00 RISER SECTION AS R Q O�oa GROUT' w w (12" MAX GRADE RING H T) Q a ym ��DDaDVDDa o . Q Oho GROU.t(�. o� o� BACKFILL SAND AND GREASE TRAP WITH CHIPS WATER TIGHT SEAL 24" DIA. CAST IRON RING AND COVER +-12" GROUT GROUT GROUT .` a D- 4 �- Oho p Oho r GROUT-'' QQ4 �� Q4 D�DQ D D� DODO o EL B SEE NOTE 4 ; z aQa Q Qa PIPE TOP OF LOWER DaD° DaD EL A IN BAFFLE EL. Do p Oho Q a a EL D-\ aD p DaD oap 0�0 INLET SIDE PIPE INVERT,,, Qaa EL C20 (GROUT) DapD D. o _1,000 GALLON SAND AND OUTLET SIDE D D D GREASE TRAP - p DaD p D�DQ p D�DQ p DaD�°.p D�DQ p D�DQ p D�DQ p D�DQ p D�DQ D 24" DIA. CAST IRON RING AND COVER JOINT STORM D"N MONOLITHIC CONCRETE COLLAR PER ISPWC SD-616 4 STORM D"N 24" DIA. CAST IRON RING AND COVER CONCRETE COLLARS ARE NOT REQUIRED WHEN LID IS LOCATED COMPLETELY WITHIN A PLANTER AREA ACHD RIGHT-OF-WAY MONOLITHIC CONCRETE COLLARS CONCRETE COLLAR PER ISPWC SD-616 (REQ. IN ALL PAVED AREAS. NOT REQUIRED WHERE SAND AND GREASE TRAP LIDS ARE LOCATED COMPLETELY WITHIN A PLANTER PLACE WOVEN GEOTEXTILE FABRIC ON PAVEMENT SECTION SUBGRADE OVER SAND AND GREASE TRAP. FABRIC SHALL EXTEND A MINIMUM OF 6-FEET BEYOND THE SAND AND GREASE TRAP ON ALL SIDES. (SKAPS GEONET TN220 OR APPROVED 5.00' NON. PERF. EQUAL) - GEOTEXTILE FABRIC IS NOT PIPE (TYP.) REQUIRED UNDER LANDSCAPE - AREAS. NON. PERF. PIPE 5.0' INTO SEEPAGE BED PLACE TRAPS ON 8" THICKNESS OF CHIPS OVER NATIVE UNDISTURBED EARTH i O� \ z PERF RATED 18" HDPE PIPE @ 0.0% (SEE SOLID WALL INFILTRATION GALLERY ADS HDPE SECTION DETAIL PIPE @ 0.0% )� SEEPAGE BED NOTES 1. MUST BE RATED FOR HS-25 TRAFFIC LOADS 2. INTERIOR DIMENSIONS OF TRAP MUST BE A MINIMUM OF 48" X 24" AT THE THROAT LOCATION. 3. THE DETAIL ABOVE SHOWS AN VALLEY PRECAST 1,000 GALLON SAND & GREASE TRAP. 4. THE SAND AND GREASE TRAPS SHALL BE SET SO THAT THE TOP OF LOWER BAFFLE ELEVATION, THE IE'S PIPES ENTERING, AND THE PIPES EXITING ARE IN ACCORDANCE WITH THE PROJECT PLANS AND NOTE 9 BELOW. 5. SAND AND GREASE TRAP COVERS SHALL MATCH THE FINISHED GRADE ELEVATION AND SLOPE. 6. SOLID COVERS SHALL HAVE THE WORDS "STORM DRAIN" CAST INTO THE LID. 7. DO NOT CONSTRUCT CONCRETE COLLARS FOR SAND AND GREASE TRAP COVERS LOCATED COMPLETELY WITHIN LANDSCAPE AREAS. 8. H<1FT USE GRADE RINGS (TYP.) 1-FT < H <= 2-FT USE 24" DIA. RCP RISER; 2-FT < H <= 10-FT USE 48" MANHOLE CONE AND 48" RISERS. 9. EL. A > EL. B BY 0.10 MIN; EL. D < EL. B BY 0.85 MIN.; EL. C < EL. B BY 0.50 MIN. 10. MANHOLE FRAME AND COVER PER ISPWC SD-617. 11. BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET AND OUTLET ON SIDE OF BOX. 12. SEE ACHD STORMWATER DESIGN GUIDELINES BMP #1 "SAND AND GREASE TRAP" FOR ADDITIONAL REQUIREMENTS. 1,000 GALLON SAND AND GREASE (S & G) TRAP Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans N the District does not relieve the Registered E t responsibilities. BY DATE- 06/15/2021 ADA COUNTY HIGHWAY DISTRICT W 2 j8 _ W� a(n QU -QeEu@oov�� p =wxe [L o N i E tvi 0 o. mwa6o� m 1 CONTACT DKX JNE 48-HOURS BEFORE DKXANG 1-800-342-1585 z J O U7 J � O = m QCJ C7 - zzz w U)o O 0W = U� w O W Q � 2 _ w Of w w ~ z 0 o FiyG� ASS\ONAI G\STE lFF 1 3 J'j- 6-14-21 �O 9%F Pp OF 9S K ER • In a ❑ z 0 &s u w �_ o: w� �k O o �p J Q 0 w o » w W z > Z ¢ m m W O N N m Za U U .. a z tt= 3 o � w w a w ¢ QJOB a ❑ NUMBER' 1% IDB2096 o DATE 6-14-21 ESHEET NUMBER. w SD.3 � w w (A V/ DWtuDIA )- APPROVEEDDD CAR o t2s 22 FILE NVMNR: ra— 36' 6 SECTION B—B N.T.S. LEGEND (DADJOINING TOP OF CURB. O OUTLET. OPAVEMENT SURFACE. ®STANDARD GRATE AND GRATE FRAME. SEE SD-609 OR SD-810A. O STANDARD ROLLED CURB AND GUTTER. ©4" X 4' X 3/8" ANGLE IRON 7O(3) 7" NO.4 BARS O EDGE OF GUTTER 2017 ACHD REVISION B 5 L 1 I /© L.► B TOP VIEW N.T.S. 8" RADIUS UP TO INLET CATCH BASIN, SEE ROLLED CURB SD-702. 6" 18` 4` HAND FORM RADIUS AT INLET CATCH BASIN TO FIT 5 1/2' 4' a i 2' LI'� S T� 2- 6 2 7 0.2% MIN a - SLOPE o CATCH . .. AREA ..'•: 2 E •6' B' 1'-2" SECTION A -A N.T.S. IDAHO STAND/RDS INLET CATCH BASIN STANDARD DRAWING FOCrPUBUIJ :JPK TPE IV ROLLED CURB) N0 'I SD-604A SECTION N.T.S. 2017 ACHD REVISION GRADE p "TF PLAN CONCRETE COLLAR N.T.S. 00 �J 3 SECTION CONCRETE COLLAR N.T.S. IDAHO STANDARDS �-STANDARD DRAWING FOR PUBLIC WORKS G P .r J U I D WAT E R CONSTRUCTION OBSERVATION WELL SD-627 (ACHD SUPPLEMENT) 1 OF 2 n E A - A 1/16" LIP (TYPICAL) I 1 \ I 26-1/2 _ n TOP VIEW 3/4 NP. SECTION A —A GRATE T'(PE III ICGI/ETRIC STEEL ANGLE TOP VIEW END VIEW NOTES GRATE FRAME DETAIL N.T.S. ®FOUR-SIDED FRAME IS REQUIRED. LEGEND O7 1-1/2' z 3/4" STEEL BARS (TYP.). O 1/4" FILLET WELD ALL BARS. 4 PLACES (TYP.) O WELD (4) 1/2"x7" STUDS. IDAHO STANDARDWORS CATCH BASIN GRATE STANDARD DRAWING FOCONSTRUCT10N KS TYPE III N0 SD-6 (ACHD SUPPLEMENT) LEGEND WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED ® CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) O4 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER (D TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE - CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" PIPE. DRILLED WELLS MAY USE 4" PIPE OO NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK O• POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES NOTES: 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR STORM DRAINAGE FACILITIES 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION 2017 ACHD REVISION IDAHO STANDARDS FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING CONSTRUCTION OBSERVATION WELL SD-627 (ACHD SUPPLEMENT) 2 OF 2 A O 00000 O p®ppOpO00p0®O \ 000000 p0 STORM 00 pp DRAIN Op p0000000 / 0 0 0 0 0 0 0 A ®OOpOpOp00® PLAN N.T.S. SECTION A —A N.T.S. LEGEND 0 k4 r72<.r '2. Fj CI+; CTE STr7Icl !-/;. O p4 RESAR /T 20" SP/CING. O3 SCORES. ® RIM. O FRAME AND COVER PER SO-617. © SEE 'DETNL A' FOR REBAR IN COLLAR. O FINISHED GRADE. ® _ C7!-'F^ _TINDARD DR!'1"NGz; ;F IA/NHOLES FOR MAXIMUM HEIGHT. ^RCU- gPO'-FN PINS /Nr CO'YEr /Nr GPrrF- RINGS. -01 R-"M'-U.T-r PCLYFROPYLENE FISE? 'i 1/2. IFS. PER CY) r//Y -E 'JSE': IN UEU OF (14 RERIR IN rr,NCR,'.TE CCLURS. NOTE: OA TOP OF CGLU,R TO BE FLUSH WITH MennalE r,GVER. FEP CY OF FIBER -REINFORCED GNrr la Mn" RE U_ED IN LEU OF PFFIR wmI D",;IIEER'=_ r:PPP;vo� . 1 /8-1/4".110 2' (MIN.) DETAIL A N.T.S. 2017 ACHO REVISION IDAHO STANDARDS STANDARD DRAWING FOR PUBLIC WORKS MANHOLE COLLAR NO. rnCONSTRUCTION ON� pCTTION� S D - 61 6 PERFORATED PIPE — 0 �i`fti`fti`t'��`t'��`ffi`ff• SEEPAGE BED OPTION 1: BREAK BED PLAN N.T.S. PERFORATED PIPE SOLID FILTER FABRIC WRAP WALL PIPE I TOP AND SIDES (TYP) SEEPAGE BED SEEPAGE BED WEXTEND SLEEVE R& OPTION 2: SLEEVE LINE SECTION N.T.S. NOTES 1. OPTION 1 REQUIRES SEEPAGE BED LENGTH TO BE INCREASED BY GAP LENGTH ACHD SGL''DIELINES NATER DESIGN DETAIL 07 WATER SERVICE CONFLICT A H I 0 ELEV A INLET BAFFLE WALL L ELEV C 20' STI OUTLET BAFFLE WALL ELEV B FLOW ELEV D SECTION A -A N.T.S. NOTES 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY LEGEND: ()MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) 2 LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) 3 H 1-FT USE GRADE RINGS (TYPICAL) 1-Fr < H <= 2-FT USE 24" DIA RCP RISER 2-FT < H <= 10-FT USE MANHOLE CONE & 48" DIA RISERS Q EL. A > EL. B BY 0.10' MIN EL. D < EL. B BY 0.10 MIN EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD 6 WATERTIGHT SEAL e PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET ON SIDE OF BOX 2015 ACHD STORMWATER DESIGN SAND AND GREASE TRAP STANDARD DRAWING GUIDELINES BMP 01 1 OF 7 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans Conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans Py the District does not relieve the Registered En t responsibilities. BY —DATE- 06/15/2021 ADA COUNTY HIGHWAY DISTRICT WZ o 00 LU W U) Q L) E U E 3 a � G 0 LL U - u 0 _ Q -- �x a U, N a mwa_o� m CONTACT DKNLJNE 48-HOURS BEFORE DKXMG 1-800-342-1585 U z � J J (n � = m QU7 0 U) Z Q LU c O Of LU = L) LU O 0 [If } Q bi LU H = _ W W w w ~ z o 1a FyG� �Sg\ONAL G\ST yFF Q� Jj 6-14-21 20 9pSSTOF K OD OD 00 5 • co M H a - z w z J H W C Q < >mm w Z > U v a M z. ❑ �ao U I, Y n In Q U X z 0 w wau � Z a a ❑ JOBNUMBER: IDB2096 Q DATE: 6-14-21 SHEETNUMBER: w OL I- SDA w w ca DWRIDIANF- APPROVEEDDD u1,E oarzs�zz fIENUABFA: rasaoa SAND/GREASE TRAP (ISPWC SD-624) OR SEDIMENT MANHOLE (ISPWC SD-611) 2' RING & 18" DIA. CORRUGATED HDPE COVER PER OR PVC PIPE PERFORATED PER SPWC SD-617 PERFORATION SCHEDULE (-tYP) TREES & SHRUBS ARE [ON TOPT OF PAGE IF INSTALLED WITH CHAMBERS/ CHIPS, INSTALL WOVEN GEOTEXTILE TO SEPARATE CHIPS AND DRAIN ROCK ELEV BOTTOM BAFFLE NOTES SEE NOTE STD a r, IDFF a� Lo E T ii i!� iY//JJ 1 EF�'VRIES-SL2 F'N��D EE GF/-Ili FG=I I'>� FIAN SHEET -F, 11i cr,U WELL 5' OF 18" SOLIDS��J WALL PIPE WITH ASTM CZZ 1.5 -FT FILTER /IIF �) FILiLr SAIJD', 4" OF PIPE BEDDING / l NONWOVEN FILTER FABRIC. OVERLAPY1 TRANSITION 5-FT IN� J 4�I MINIMUM OF 1-FT TOP AND BED NON -PERFORATED ELE'iATIGII SIDES ONLY TO PERFORATED PIPE SECTION NOTES: N.T.S. 1. BMP 1-4 OR VEGETATED P-ETFE/TI1EHT 10 PEFIjIFED. 2. CONTACT DESIGN PROFESSIG'1/I_ FGF SEEP/ -GE EED FEDES'GU IF GFOU'ID'X/--TER IS EPI000fTTERED ABOVE MAX HSGW ELEVt-ION 3. ALL VAULTS, MANHOLES, & S/H D /-'ID CPC 0E TP/F: SH/II FE HS7.5 GR GRE ER LOAD RATED 4. SEEPAGE BED SF/LI F CH EOTH FL/ ' /TIE PFGFII E /IFP 5. OPTIONAL CHAMEEFS FEI '//IIUr/-CTTJ-EFO OP -CI Ir/TICKS 6. ALL GEOTEXTILE G /EFUP 1 FGGT I'll IJIH/ 7. EL. IN >= EL. BGTTGIi FEFF' /TICNS Rd ' PEFF FIFE 8. MAXIMUM BED LENGTF IQ 4GG Fi BETWEEN 1l/ UHOLES 9. BED WIDTH SHALL REI// 1 rG,I'-_TANT 10. WATERTIGHT CONNECTION REQUIRED 11. HIGH FLOW BYPASS PIPE ONLY NEEDED IF Q100 VELOCITY THROUGH STRUCTURE > 0.5 FPS COVER NOTES: FOR SEEPAGE BEDS OUTSIDE PUBLIC RIGHT-OF-WAY: 1. A MINIMUM 1.5-FT COVEF FROM TOP OF BED TO FINISH GRADE IS REQUIRED FOR SEEPAGE BEDS IN PUEI_'C F'CHT-GF-'<'/ / 1. A MINIMUM 1.0-FT CG/EF F ,'/ TOP IF EED TO P/'1EI/EHT SUEORADE IS REQUIRED --BACKFILL OVER BEE TC SUECF/-DE JITH 6"-2" I/IHIJS PITEUII --WOVEN GEOTEXTILE F/EPIC SECUIFEC C'iEF TOP OF EEG --TOP OF BED UNDEF SIDG11/-I_1 SP/1-L �_E ?III S.G-Fi EEI_G'1' F/-/F_MENT SUBGRADE 2. IF < 1.0-17T COVEP FFOIN TOF OF EEE TO OUEGP/-GE. /119UL/P 1' TO 2" ROCK IS REQUIRED WITH MINIMUI/ SR'G' E r/CTUFED FACE III PUCE OF 2" D°AIH POCK. 3. FULL FO/.D'!'/-" -=7011 IS PEO'JIRED OVEF SEEP/-rE FEES. SEEPAGE BEDS SHALL NOT EXTEND ABOVE SCPOF/-CE 4. TI-'E CEST'S`'=F-FESSICrV-L IS SOLELY RESFCUSIELE FGF /SSEESIPTG THE BEARING RESISTANCE OF THE SUE^P/DE SCILO /-TIC 7ETERMINING THE CEPTF-' GF FGUrIDkTIOH STONE SEE BMP 20 SHEET 2 OF 3 FOR ADDITIONAL NOTES 2017 SEEPAGE BED WITH STANDARD DRAWING ACHD STORMWATER GUIDEUNES DESIGN OPTIONAL CHAMBERS BMP 20 CLJCCT 1 OP -4 PERFORATED PIPE FILTER FABRIC WRAP 2.5' 2.5' 0-ID TOP AIJD SIDEC (FP) PERFORATED PIPE PIPE J�u�,�r 1 a . .............W ....................... � TEND SOLI . ..................... w EXTEND . r l ............... fi ALL PIPE N WALL PIPE ... W SEEPAGE BED ` SEEPAGE BED OPTION 1: BREAK BED PLAN N.T.S. DEEP/GE BED EXTEND SLEEVE EXTEND SLEEVE 5'j�� 5' vJl F F1G�__j CUT FILTER FABRIC v`-��J ✓�`.Jjj SLUE'../E OPTION 2: SLEEVE LINE SECTION N.T.S. NOTES 1. OPTION 1 REQUIRES SEEPAGE BED LENGTH TO BE INCREASED BY GAP LENGTH 2017 SEEPAGE BED/SEWER ACHD STORMWATER GUIDEUNES DESIGN WATER SERVICE CONFLICT GET/ -II- 07 WELL #1 rOBSERVATION ON OPPOSITE SIDE OF STREET IN SIDEWALK OR MIN 50' DISTANCE SidewalK SD PIPE SidewalK • ® MAINTENANCE DIVERSION STRUCTURE WITH ® ACCESS TO RAISED INVERT OR WEIR WALL STRUCTURES HIGH FLOW BYPASS PIPE WQ PIPE, SEE NOTE 11 ON BMP 20 PERF TOP HALF (1 of 3) w F a ro PLAN -SEEPAGE BED OUTSIDE ROADWAY S ED N.T.S. WELL #1 [OBSERVATION ON OPPOSITE SIDE OF STREET IN SIDEWALK OR MIN 50' DISTANCF �TCcuoTl< B • > © H11 �TGW BYPASS PIPE— ® SID PIPE NGTE SE 11 ON M (1 of 3) ice.n^,-51L-- WQ PIPE, DIVERSION STRUCTURE WITH PERF TOP HALF RAISED INV OR WEIR WALL PLAN -SEEPAGE BED UNDER SIDEWALK N.T.S. 2017 SEEPAGE BED WITH STANDARD DRAWING ACHD sGUIDEINES DESIGN OPTIONAL CHAMBERS BMP 20 SHEET 3 OF 3 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans N the District does not relieve the Registered E t responsibilities. BY DATE- 06/15/2021 ADA COUNTY HIGHWAY DISTRICT IzZ o 00 In W to Q U E .0 3 (L O O LL U 01 ' O_ N u U = Q 3 a1 - - Q to � a = � 1 CONTACT DKNLINE 48-HOURS BEFORE DKXMG 1-800-342-1585 J Z O J (n � O = � m QC0 0 Z Q W 0 0 O Of W = U� LU o 0 [If } Q w w � _ _ LU ne w w F_ z o 0 a FyG� �Sg\I)ML G\ST yFF Q� 3 Jy 6-14-21 S3 9pSST� OF • co IM H a - z O w w - to. A H W 6 C Q Cw9 > m m w Z > U v ♦ - v Q m Z a. ❑ W o U K O w waw Z w w ❑ JOB NUMBER: IDB2096 Q DATE: 6-14-21 SHEETNUMBER: wG fu ~ SD w .5 _u) awIuDIANF- APPROVEEDDD o°1E �22 FIE NI WRF 1asaoa SSMH Al EX. 0+91.47, -17.19 L _ RIM: 2574.66 8" IE IN: 2559.81 (N) �0+50 - PAVEMENT PATCH SHALL EXTEND TO EDGE OF NEXT LANE PAST THE J DISTURBED PAVEMENT 0+70 2580 2576 2572 2568 2564 2560 2558 0+70 SAWCUT AND MATCH EXISTING PAVEII SEE 5/4/25 ASPHALT PAVEMENT SECTION W. USTICK RD. ON DETAIL 1 R 1+00 2+00 I I 25�2 I I 1 I I I II I II I I I I 2-5 I I I II II III I I 7-5 I I I I I I I J I I I I I I L - - - - - I I I I I - J I I I I L_------J I I I SEWER LINEA - (STA 0+91.47 TO 6+04.48) z D FEET 3+00 4+00 5+00 SEE SHEET UT.2 6+00 8-6 @2%MIN. S)? 4" IE: 2567.66 L _4" IE: 25 FG: 2565.73 .73- - - - - - - - - - - - - --SSMHA5 5+61.09, 0.00 RIM: 2571.48 7+00 7+60 2580 y z o O o i0 in z W W W Q M N Z 0 O O f/1 V% A rL W W N ? A UI + K m aD M - fV N N H PI N C FINISHED GRADE @ PIPE C/L m Z� W_ W W a o N O n r c n=. NW U) J o w co = N N Z = N= O fl EXISTING W W 1n W IN - " 0 APPROXIMATE y o o C13- I I I I I I IL GRADE @ PIPE CIL I I 18" ' 4" PI I I O 8. w 12" C900 SD I I 12" C900 SD SSMI I Al EX. 8" W 0+91 47, -17.19 L RIM: 2574.66 8" IE IN: 2559.81 () s w I I I I I I .51147 OF 8" DR 35 PVC @ 0.456 ° � I I I I PV 53' OF 8" DR 35 2 39.39' OF 8" SDR 35 PVC @ 0.708% I I 9,72' OF 6" SDR 35 PVC @ 0.437% O SDR 35 VC @ 0.70 83.60' 0 8" L J VERT. [CALE: 1" 2 3 1+00 2+00 3+00 4+00 5+00 6+00 7+00 2576 2572 2568 2564 2560 2558 7+60 Keyed Notes 0 1. DOUBLE WATER SERVICE PER W1 & W3 WITH 4" METERS AND 1" SERVICE LINE SIZE. 2. SINGLE WATER SERVICE PER W1 & W2 WITH J" METER AND 1" SERVICE LINE SIZE. 3. CORE, CHANNEL AND CONNECT TO EXISTING SEWER MANHOLE PER ISPWC SD-501 4. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE AND NON -POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1 AND DETAIL 1/UT.1. Notes 1. SEWER MANHOLES SHALL BE 48" DIAMETER STANDARD MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501. INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" PVC SDR 35, D-3034. SEWER SERVICES WITH LESS THAN 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE 4" C-900 PVC WATER CLASS PIPE. 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER THE CITY OF MERIDIAN STANDARDS. 4. SEWER STATIONING IS BASED ON THE ROADWAY ALIGNMENT CENTERLINE. 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5-FEET BEYOND JOINT TRENCH EASEMENT. 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS ARE PROVIDED AT THE 10-FOOT PUID EASEMENT. 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH FINISHED GRADE AND SLOPE. 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK (INCLUDING SURFACE RESTORATION) IN THE BID. 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF CONSTRUCTION. 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE PAYMENT SHALL BE MADE. 12. SECTION LINE AND MID -SECTION WATER MAINS SHALL HAVE 5-FEET OF COVER, IN ALL OTHER AREAS WATER MAINS SHALL HAVE 4-FEET OF COVER. USE CHIPS TO BACKFILL TO SPRING LINE OF THE PIPE THAT IS ABOVE THE WATER PIPE 45° BEND C-900 AS REQUIRED TO ACHIEVE CLEARANCE 45° BEN AIr1TCC. NON POTABLE PIPE PROVIDE TEMPORARY PIPE SUPPORT AND SHORING AS REQUIRED POTABLE LINE (MAIN OR SERVICE) 45° BEND C-900 AS REQUIRED TO ACHIEVE CLEARANCE 45° BEND 1. CONTRACTOR SHALL CONSTRUCT WATER UNDER NON -POTABLE PIPE IF 18" OF CLEAR VERTICAL SEPARATION CANNOT BE ACHIEVED. THE POTABLE LINE SHALL BE LOWERED AS SHOWN TO PROVIDE 18" MIN. VERTICAL CLEARANCE BETWEEN THE EXTERIOR WALL OF THE POTABLE AND NON -POTABLE LINES. 2. WATER SERVICE AND MAIN PIPING SHALL HAVE A MINIMUM OF 48" COVER BASED ON FINISHED GRADES. 3. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. 4. PROVIDE JOINT RESTRAINTS ON ALL FITTINGS. 5. PROVIDE THRUST BLOCKS PER ISPWC. 6. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. 7. SEE STORM DRAIN, SEWER AND PRESSURE IRRIGATION PLANS FOR ADDITIONAL INFORMATION. POTABLE & NON POTABLE PIPE CROSSING ( j wz o 00 a.y - IL Q U E u La G G LL u = cu Lh u L) cu Q � � N a mJa_o� m 1 CONTACT DKNLJNE 48-HOURS BEFORE DKXMG 1-800-342-1585 U z O J J (n � O = m Q � m U) zz Q W 2i 0 Ef O Of = L) W O 0 [If >_ Q u LU : 2 _ W w w ~ z o O a FyG� �Sg�ONAL G\ST yFF Q� 3 Jj 6-14-21 20 9pSST� OF OD OD cD 0 • o co m 000 a - z 0 fn - W Z J 19 6 z W < m z�$ w W ❑ N w Y N z O a a ❑ W JOB NUMBER: IDB2096 QDATE: 6-14-21 SHEETNUMBER: w w UT.1 DWIuDIANF- APPROVEEDDD ChI �22 \, \\ ---- --- \ Idb ... ..............3-6-2572 \ .� 25.0 0'. ( ' �: � y a Ox \ ;r ,, N. 718191.8775 2 E: 2450233.0789 `. FIRE HYDRANT PER W8 4-6 - SSMH B4 O \ � a 3 54 24 0.00 N - �4 RIM: 2571.91 8" IE IN: 2563.43 N l O N / \ V \ � � � \ " I ,. 8" IE OUT: 2563.33 (S) \ I iN 11.25° BEND \ m 3 / }ai - - - - - - - - - - - - - - - - 4 ", -- - zo -� LLLd 1. - - - - - - .,..., W�� . - - - - - - - - - - - - -- 8" TEE 8W BW" BW 8W SEE SHEET UTA -- TF + ..15,13., 8 6'' GV N) 2 -- - - ( I: 1 50' FG: ❑ --- ----- - -�- 11.50LF6"tiro' N:717937.0741 LL N ' E: 2450243.7820 FIRE HYDRANT PER W8 n F 34.06' OF 8" SDR 35 PVC @ 0.434 % + '� O Q 0 8" X 8" TEE H 1-5 2-5 3-5 4-5 8" UV (NW, SE & SW) Z 45° BEND (SE) I m rQ ! .I 11.25° BEND (SW) LL 8"X6"TEE '+ +I j '2S a a n p 7t.8r 0 6'GV(N) mC�mN'I CPDmN mCPDm_w m0-- mCPOmm 4 r in I I I LL N �e T 3 T o 3 z a r.. -4'i IE: 2565.37 'ee z a r 4" IE: 2565.53 p z a_ 4" IE: 2565.71- FG:257187 FG: 2572.03 FG: 2572.21 4'IE: 2565.28 - L------ 2 4" IE: 2565.69 8" TEE FG: 2571.78 FG: 2572.19 18.75 LF 8" 8" GV (N, S & E) .. . :.. . .45° BEND _ V 7 271.74 LF 8" I I 234.74 LF 8" I U `ti k 7 180° . 6 i a a a s 11.2 °BENDS r 7 4 4 4 5 I) 1+00 7° o S 2+00 242.54' OF 8F S @ 0.427 %Se , , 3+ S8 4+00 242.54' OF 8" SDR 35 PVC 0 423% e 3-2 22.5° BEND (E) '. � w Q 16SD 16S 16SD Q SC ___ @ 12SD 125'� .. 12SD ti 3 0 a a NW 13TH AVE. a a a 0 Ze I _ SSMH B5 .. • • .. ..: ' .. 4" IE: 2565.35. •..:, � : 4" IE: 2565.49.. ,, 4" IE: 2565.24 '. r 4" IE: 2565.34 • , 4" IE: 2565.84 .. 1+07.71, 0.00 :J J SZ l ...: - . ....:... .... , - FG: 2571.85" .. 1' F FG: 2571.74' FG: 2571.842572.14 1 RIM: 2570 80 . - - - L n 4" IE: 2565.46 - - - - - ~ - - - - - 8" IE IN: 2564.51 (E)' - II o `' ^ 1 4 IE. 2565.29 4 IE: 2565.49 4" IE: 2565.32 4" IE: 2565 482565 48 4" IE: 2565.82 OD ,.i G 2571.50 FG: 2577.66 FG 2571.99 ---FG: 2571.82 FG: 257t.98 FG: 2572.32 8"IEIN: 256457(10q N.OU' ------ 1 ---- ---- 1 ----- --- 1 ----- -- - 1 ----- - 1 ----- _ 8'IE OUT: 2564.471S) ;� d1 -� r-- -� r -� r-- -� r-- -� r 4ro Z. �azn "ez m vz m <2i z<z rn �vz m �vz ti �'vz m �vz'M �v2E �'vz M } �Nr gNN r N °;,ggNH c gNN gNn ° ,Nr 11I1I LU M W 14 J` e l e r v v 'v 1 1 -----� x + v+ v I I � '{•... I I� I I I - - - 13-3 _ g 'I I I I I I 3 4 1 ' "Pi 4PI ..: ': ^^ � I �-, `)r � '� � __ 4 l N 1 3 :� 2-3 3-3 4-3 :' 5-3 6-3 7-3 I .. .I-'... .6-3 2572 -I. 9-3 10-3 11-3 12-3 �; I - �_ 734.74'H> v )1 I S363 .85SMH5 R o zs NIN. it I j - RIM: 2572.07 45 BEND 289LF18 , } ;{ II� 8" IE IN: 2562.30 (N) 5-2 8" IE OUT: 2562.20 (SE) e CD 26.51 LF8.1 45° BEND' 1 1 r azar Ize' NiN I {" t `t N: 717904.1121 SEE SHEETUT.3------I L------ ---- -I �------ - - - - J L - - - - - ------------------ -- LOE:24500s3.0221 Idb Idb Idb Idb Idb Idb �Id Idb Idb Idb Idb Id Idb Idb Idt 2"B WOFF PER WI3' ' 0+80 2580 2576 2572 2568 2564 2560 2558 0+80 1+00 2+00 z SEWER LINE B - (STA 1+07.71 TO 7+00) 0 30 60 FEET 3+00 4+00 5+00 6+00 2572.26 11 7+21.18, 38 50' R 37.53 LF 4" @ 2% MIN. 20-3 4" IE: 2568.31 ' I I ------------ 4- IE: 2565.59 - - - - - FG 2572.09 6+79.12, 38.50' R 38.00 LF 4" 19-3 @2%MIN. 4" IE: 2568.14 L-- ---- 4" IE: 2565 55 - FG:2572 05 _ _ - - - 6+47.78, 38.50' R 37.60 LF 4" @ 2% MIN 18-3 4" IE: 2568.11 SSMH B2 6+35.97, 3.83 R - RIM:2571.88 8" IE IN: 2562.05 (NW) 8" IE OUT: 2561.95 (E) 1121 BEND 22.5' BEND I 17-3 a I L-------- I 16-3 I 1 - - I I 15-3 I I 7+00 2580 w 3 w ? M O yOj fV N f+l tp N N F Q ri 1 � - OEO�t�ON-N?O rn min - -WW m O r N N ? Z p m 0 N N= Z y N _� W W aiD aD rn t+0 0o CD =ANZ r.:•• w w w S v O w w APPROXIMATE @PIPE EXISTING CIL y co y M GRADE FINISHED GRADE @ PIPE CIL 2" C900 SO �1�12" C900 SD I 4" PI 34.06' OF 8" SDR 35 PVC @ 0.434% 242.54' OF " SDR 35 P C 0.427 242.54' IF 8" SDR 35 PVC @ 0. 3% 215.18' OF 8" SDR 35 PVC @ 0.424°/a VERT. S ALE: 1" = 3' 1+00 2+00 3+00 4+00 5+00 6+00 2576 r 5-5 1 -� r W c.D Q I Z Q to 4" IE: 2552.58 D � 4" IE: 2562.59 i 4" IE: 2562.60 , I 1 NW 13TH 4 6 " 5 ME. ... 12SD yo 4045LF4"@51/°V i� 6245 LF4 @7.0% 36.12LF4"@82%� � r -4" IE:21564.68 I I I I I I I I I I I I I I I I I I 13 I I I 12-3 I I I I I I I I I 4" IE: 2565. I I I I I I l 19.00 I I I JI I I I I I I 19-3 I' I I I L- - - - - - - - - - - - - -- Q - - ?�--- - - - - - - ---- ;I / TAP NEW SERVICES 2.0' APART CIL TO C/L / / 18-3 / N: 717891.7539 T E: 2450168.2320 -----_4"IE: 2565.88 _------_ 15.00 LF 4" @ 17.1% 4 s 0 a � 4" IE: 2565.53 N: 717876.7577 E:2450167.8962 3 4" IE: 2588.44 7 it .. 3 17.17 LF I"@2% J S 717892.2030 E:2450148.1752 4" IE: 2565.97 21.21 LF 4" @ 14.3% 'LL 14 16-3 `3 N: 717877.5425 E:2450132.8432 4" IE: 2568.74 - - - - - - - - - - ------------------ q N:717893.2995 E:2450099.2037 4" @ 2 / 4" IE: 2566.16 1 l I 15-3 76 LF 4 @ 160,1 , N: 717878.4708 I E:2450091.3843 L - - -4" IE: 2568.84 - ---1I8GI -- -fId L18GIb SEWER SERVICES AT 'm SHARED DRIVEWAY L 0 30 60 FEET Keyed Notes 0 1. DOUBLE WATER SERVICE PER W1 & W3 WITH 4" METERS AND 1" SERVICE LINE SIZE. 2. SINGLE WATER SERVICE PER W1 & W2 WITH 4" METER AND 1" SERVICE LINE SIZE. 3. TRAFFIC RATED CLEANOUT PER ISPWC SD-506A. 4. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE AND NON -POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET CIA AND DETAIL 1/UT.1. 5. 45" BEND. 6. 9.23 LF 8". Notes 1. SEWER MANHOLES SHALL BE 48" DIAMETER STANDARD MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501. INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" PVC SDR 35, D-3034. SEWER SERVICES WITH LESS THAN 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE 4" C-900 PVC WATER CLASS PIPE. 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER THE CITY OF MERIDIAN STANDARDS. 4. SEWER STATIONING IS BASED ON THE ROADWAY ALIGNMENT CENTERLINE. 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5-FEET BEYOND JOINT TRENCH EASEMENT. 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS ARE PROVIDED AT THE 10-FOOT PUID EASEMENT. 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH FINISHED GRADE AND SLOPE. 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK (INCLUDING SURFACE RESTORATION) IN THE BID. 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF CONSTRUCTION. 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE PAYMENT SHALL BE MADE. APPROVED FO SECTION LINE AND MID -SECTION WATER MAINS SHALL HAVE 5-FEET OF COVER, IN ALL OTHER �L" IDIAN- CONSTRUCTION AREAS WATER MAINS SHALL HAVE 4-FEET OF COVER. These plans and/or specifications have ucc cviewed for compliance vvm Iwerlalan City Standards and Speu,Iwauu1- ,,-,uvievv uVGJ not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall noL ue const, ued as approved unless specifically addressed in wI iy by the Ly. Any proposed revision to these plans must oe suomlttea for review ana compliance with the Ivlenalan city Standards and Specifications before said revision is constructed. Name Amanda McNutt Date Jun 15 2021 2572 2568 2564 2560 2558 7+00 WZ o 00 W y Q U t E u 3 a C 02 LL U - 2 a� d - O � 3 Q � � N g a mwa o� m CONTACT DKNLJNE 48-HOURS BEFORE DKXMG 1-800-342-1585 J Z O J (n � = m QU7 0 0n Z Q LU O OfW = L) W O Lu Q JW : _ Lu w W� z o O a FyG� �Sg�ONAL G\ST yFF Q� 3 Jj 6-14-21 20 9pSSTOF K • IM m a - z O w o: o W Z J z W cw0 > m ?' w a m z�$ W ❑ N�o U V/ z waw O w a a ❑ W JOBNUMBER: IDB2096 QDATE: 6-14-21 sHEETNUMBER: w W w w UT.2 DWIuDIA )- APPROVEEDDD o41E �22 SEE SHEET UTA ---------------1 4 E: 2450554.0748 -, I �M 7-5 a .� 112sLOWOFFPERW73 NII A LU 4 I I A ------�'J L 2 : : ----- - - - - N. 717931.9492 - - ----------- N - E: 2450472.6715 - - ------ � --- - - FIRE HYDRANT PERW8 z f 6.93' OF 8" SDR 35 PVC @ 0.420% N I 8-5 12-6 -------J L--- / :. nso, SSMH 131 \ 9+67 68 0 00 I. \ I N: 717907.2648 ---------J ' - RIM 257324 E: 2450554.5665 8" TEE - ..8"IEIN:256161 E�"��� I f 8" IE: 2561.64 -:448"GV N W & E) m f 8' IE OUT: 2561 51 W STA. 9 76.60 0.00 ca _ BW�- -.."200.10LF8• .•j 4 -": 1150LF6":'.... •. :.. ' q 15 "81'.00 i o....' SW A . LF 8" u. LF 8" •., Ili PERSCLEANOUT 7+01 0 �' Lu - .. . W SANTIAGO ST. _ 4 8+00 _ vo, 8W 1 TEE .. 2 215.1 ' y 4 B OF8"SDR35PVC@0.424% W e� ° 109.58'OFS"SDR 35PVC @0.42i%. 179° $ z so f®ililfiWIlww°_1 4"IE-H2 5.76 FG: 25712.28 - 1 --- - r r--- -- I I Fin m I 2! III m z a m I I z ; Ud u + I 20-3 I I I I I I I I I I a 1 1 I I I I I I I ^ 21-3 I I I I I 1 1 I I I I I I 1 ai I I I I III I 7+00 2580 2576 2572 2568 2564 2560 2558 7+00 4" IEi 256609 �-- - - FG:2572 59 4 IE 2566 62 1 - _ _ FG: 2573.12 IIIoJ .6 o tv vnUdw `L a I I I I I `L5 SSMH A SS 3 1 2-4 {I LINE A: 2+81.07, 0.00 LINE B: 8+54.13, 2.46' R RIM:25727177 ) 8" IE IN: 2561.04 (N) 8" IE IN: 2561.04 (W) 8" IE IN: 2561.04 (E) I I B" IE OUT: 2560 94 (S) 7N �q8GI ..,, .i 1n` ........... .. N WATER + SEWER LINE B (STA 7+00 TO 9+76.60) 0 30 60 FEET 8+00 9+00 o i�o o v --- E fn W � u7 O N O r �O C p 0 p N <p I N + LOf1 .O[1 u0Y N m a0 L l Z 7 M N °D .. .. N N N .. .. .. F = Np N r •• O W W U) T M= aD APPROXIMATE EXISTING 1n z z U) - - - GRADE @ PIPE CIL FINISHED GRADE @ PIPE CIL 4" PI 12" GI C @ 0.424% rE 'Wo 1 - ' 109.5V OF 87 SDR-35 P C @ 0.428 R L N E VERT. SCALE 1" = 3' 7' 6.93' OF 8" SDR 35 PVC @ 0.420% 8+00 9+00 \ \ \ \ \ \ \ 4-6 \ \ \ \ > ''m \ \ \ 2 a• r 4" IE: 2566.09 FG: 2571.36 \ N \ r 8 TEE- \ 11.25° BEND (S), 8"GV(S,W&E)_ 22.5° BEND (E) i < \\ 1 4 IE: 2566.26�- /�....0 \ l F0. 2571.81 _ 35 V 4\IE: 2566 33- 4.77 LF 8" 6g OF 9 SOF• 4 FG: 2572.6 -- - 4-' ...\\\ 11.25° BEND e�9 SSMHC2 LINE C: 1+71 10 .5.41 L 4 SEE SHEET UT.2 - - A I 2-3 w I I A I Q I _ f\� Z - SSMH B5 N 718448.1069 i + LINE B: 1+07.71, 0 00 A ' 7658 ,' LINE C:3+04.58,763 L E 2450085 �1 2 BLOW OFF PER W13.. RIM: 2570.80 x ro ° 8" IE IN: 2564.57 (E) 257 SSMH C1 1 ( 8" IE IN: 2564.57 (W) 3+74.21, 4.75 L 8" IE OUT: 2564.47 (S) RIM: 2570.71 - ro B" IE OUT: 2565.04 E 4 SDR 35 PVC @ 0.700-16 $ 4+00 4 se 5a ST • 3+00 W. V O ODPINE _ -( 1 1- T 4"IE: 2566 36 �L 11.25° BE LINE D: RIM: 257 OL . ` / i - - /_ 9 12.84 LF 6" 4" IE: 2566.16 Z FG: 2570 81 2.89 LF 8" RIM: 257284 F 1 � v 8" IE IN: 2565.22 N p'�FG: 2571.40 r 'v z a o LL O 26• 11.25° BEND 8" IE OUT: 2565.12 (W)�.. 1 ci \\\ \ 35p\•Fa .�/ �' i1 a2�. e��...1 v"i^v8�°1I N:718478.9615 2 8 X 6 TEE Gain) 1 d d �! - ,^„ " E: 2450100.1332 4" IE: 2566.27 11.25° BEND IIYI 2 \ < 3-2 1 2 4-2, 4' 5-2 � 21'.40LF8v v 7A.,I �1125°BEND�I N:718489.1649 I' ... E: 2450265.5012 GRAVITY IRRIGATION »� e ` FIRE HYDRANT PER WS USER'S DRAIN 8' TEE -\ Idb db Idb db 77 1+00 10+00 2580 2580 2576 2576 2572 2572 2568 REMOVE EXISTING 1 MAIN & BLI 2568 1+12.31 CONNECT TO EXISTING 8" WATER 2564 2564 2560 2560 2558 1+00 10+00 t-, E IDR IiIIN APPROVED FOR I\ DAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and SpecIIIL IU1 I I III relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as appl L,- L,1I- Specificolly addressed in writing by the City. Any p,upua a ICV1sion to t,-se plans mUJL - J 1111-U IUI -VI-V d11U UUII IIJIId1Il.0 VVILI I I.- MCI IUI- LILY Standards and Specifications before said revision is constructed. Name Amanda McNutt Date Jun 15 2021 m WATER + SEWER LINE C (STA 1+71.10 TO 3+74.21) W 0 30 60 FEET N 2+00 3+00 4+00 N J Ws O ce ? N + V N F 7 o A LU OD A^ V J N^ NO M W W W W a O tV0 Nip NOV N N J? CO L(° M A °V N j fi = Z Sm N = U O -4 W W - W Lu .. W W_ W_ y + - N J J d" O In W 1+48.37 APPROXIMATE EXISTING WATER SERVICE TO GRADE @ PIPE CIL 1-2-136 (AIR RELEASE) I PI IATER WOFF N FINISHED GRADE @ PIPE CIL 8 W4 12"C900S 4" PI I 16" GI 130.68' 5F 8" SDR,35 PVC @ 0. 20% 905 PVC I � 6 IIJ! U m Z K 66.55' OF 8" SDR 35 PVC @ a- wHI 30' I I I I I I I I . SSMH D1 2+00.37, 0.00 70 IE OUT: 2565.60 (S) i°E roE ° I 8" BLOCKOUT IE: 2564.70 (NW 180°) 4PI xN:7185703679 o 4 E:2450295.3903 r-------- p y1 2"BLOWOFFPER WI3-' WITH TRAFFIC RATED FRAME AND COVER .............................. .. .. . I I m. N s N I N: 718489.1649 \ F 0' G E: 2450265.5012 / �2s b 2o.0 �1 FIRE HYDRANT PER WB 1 D 11.25' BENIS, J $1I p \� oo ..,.. 4 8" TEE 12.84 LF 6" 8"GV IN W&E) \ 7 ......... O` g � 4 p.-. -. � SSMH C2 LINE C: 1+71.10, -5.41L............ eo 11.25° BEND \ LINE D:1+09.11, OL H 24 F 9 .� \ RIM: 2572.84 �69• 5 S l \ B" IE IN: 2565.22 (N) W �wOODP\NE I 4.77 LF 8" \ 8" IE OUT: 2565.12 (W) _;ss..................... V,• B"X6"TEE ' U) ... 6„ GV (N) '. W \ \\ \\\ \ GRAVITY IRRIGATION y � �. � \\ \ \\ �'. \\ \ . '\ ---- USER'S DRAIN \ \2-6 I \ \ 3_6 N WATER + SEWER LINE D (STA 1+09.11 TO 2+00.37) 0 30 60 FEET 0+80 1+00 2580 2580 2576 2576 2572 2572 2568 2568 2564 2+00 2+00 0 z J � O 6 N C <O W + + (p � � n U f] N 0 O ENO W G r Z Z - 2 O N O J FINISHED GRADE @ PIPE CIL ln F- APPROXIMATE GRADE EXISTING @ PIPE CIL 0 41 PI 12" C900 SO 4 87.26' OF 8" SDR 35 ° HORIZ. SC LE: 1" = 30' 7 VERT. SC LE: 1" = 3' 2+40 2580 2576 2572 2568 2564 0 2564 2562 2562 .700% 0+80 1+00 2+00 2+40 Notes 1. SEWER MANHOLES SHALL BE 48" DIAMETER STANDARD MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501. INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND MANHOLE COVER PER 2560 ISPWC STANDARD DRAWING SD-508. 2+00 3+00 4+00 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" PVC SDR 35, D-3034. SEWER SERVICES WITH LESS THAN 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE 4" C-900 PVC WATER CLASS PIPE. 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER THE CITY OF MERIDIAN STANDARDS. 4. SEWER STATIONING IS BASED ON THE ROADWAY ALIGNMENT CENTERLINE. 5, CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5-FEET BEYOND JOINT TRENCH Keyed Notes O 6. EWERSERVICE STATIONING, OFFSETS, LENGTHS AND INVERT ELEVATIONS ARE IN REFERENCE TO THE END 1. DOUBLE WATER SERVICE PER W1 & W3 WITH 4" METERS AND 1" SERVICE LINE SIZE. 2. SINGLE WATER SERVICE PER W1 & W2 WITH J" METER AND 1" SERVICE LINE SIZE. 3. REMOVE EXISTING BLOW -OFF. 4. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE AND NON -POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET CIA AND DETAIL 1/UT.1. 5. CONSTRUCT WATER UNDER SEWER. 6. LOWER EXISTING WATER UNDER NEW USER'S GRAVITY IRRIGATION - PROVIDE ALL FITTINGS AND MATERIALS - NO SEPARATE PAYMENT SHALL BE MADE. 7. INSTALL 8" WATER IN STEEL CASING PER CITY OF MERIDIAN STD. DWG. SW1 & SW2. 8. FIELD LOCATE AND CONNECT TO EXISTING 8" WATER. OF THE PIPE ON THE LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS ARE PROVIDED AT THE 10-FOOT PUID EASEMENT. 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH FINISHED GRADE AND SLOPE. 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK (INCLUDING SURFACE RESTORATION) IN THE BID. 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF CONSTRUCTION. 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE PAYMENT SHALL BE MADE. 12. SECTION LINE AND MID -SECTION WATER MAINS SHALL HAVE 5-FEET OF COVER, IN ALL OTHER AREAS WATER MAINS SHALL HAVE 4-FEET OF COVER. IY z o 00 _ LL F D, CL QU V - E u 3 a c 0 0 LL C1 _ 2 al O_ V1 tciV = 3 Q CU � V N a mwa CONTACT DKNLJNE 48-HOURS BEFORE DKXMG 1-800-342-1585 J z O J (n > O m QIn 0 - - (f) (D E:Q w 0o O OfW = L) W O 0 [If >_ Q LU : x _ w w w W Z o 1a FyG� �Sg\I)ML G\ST yFF Q� 3 Jj 6-14-21 20 9pSST� OF ID co ID CO co cJ 0 1 a - 0 W Cd ci == m o N W z J 19 6 z W cw9 > Z > U a $ Z W Q m ❑ v° °o w Y N InV/ U w U -..... In w a �_ 3 O w waw a a ❑ W JOBNUMBER: IDB2096 QDATE: 6-14-21 SHEETNUMBER: w W W W UT.3 MATCH LINE - SEE SHEET 131.1 L((E -7-1111- _ GI-B7 48" MH 44PI- GI B1 36" BOX l -- o Notes APPROVED r\----' - r i----- 6+36.20 000 '\RIM:2572.00 on>E oarzsrzz r L- I � I I rRIM: 2574 05 +z•-zsss.or GI-BS 48" MH- SUMP EL: 2564.53IT 11 I SUMP EL: 2565.06 -- 2573 10 "0 1. THE CONTRACTOR SHALL HAVE APPROVED PLANS ON SITE AT ALL TIMES. ALL WORK SHALL BE xuxlme[e:Psm+s r 1 _..15 IE. IN 2565.53 (S) / �� 3+22.08, 0.00 r �I 16'I IE IN: 2565.56 iS) ` 15" IE. OUT: 2565.53 (N) ,ij� RIM: 2570.95 COMPLETED IN ACCORDANCE WITH THE THE US ARMY CORPS OF ENGINEERS SECTION 404 PERMIT FOR - 15" IE. OUT: 2565.56 N ? `rf i' ss SST SUMP EL: 2564.18 THE PROJECT, AND THE CURRENT EPA CONSTRUCTION GENERAL PERMIT (CGP). _ -_ h 27.58' OF 15" SDR 35 PVC @ 0.127% s*� i 15" IE. IN: 2565.18 (SE) 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER. ' k . y 11`I 11 12" IE. OUT: 2565.18 (NW) ' 2-2 1-2 5-2 4-2 3-2 W. 5 ,-!/" 2. CONTACT THE PROJECT ENGINEER 48-HOURS PRIOR TO BEGINNING WORK TO COORDINATE INSPECTIONS. rr �I 49 86' OF 16" C905 PVC @ 0.129% UNINSPECTED WORK WILL NOT BE ACCEPTED. RETAIN & PROTECT EXISTING 11 12 3. PROVIDE WATER TIGHT PIPE CONNECTIONS TO IRRIGATION STRUCTURES. GROUT ALL PIPE 12 ADS GRAVITY IRRIGATION DRAIN PIPE `7% CONNECTIONS TO IRRIGATION STRUCTURES USING NON -SHRINK GROUT. s 1 0 �29 _ 1 32.06 OF 15 SDR 35 PVC @ .145/ 4. IN --- - D 4 C 0 FINDER TAPE SHALL BE INSTALLED ON ALL IRRIGATION PIPES TAPE SHALL BE 2" WIDE METALLIC RE 4 GI-B2 36" BOX , / \ \\ COLOR, WITH THE WORDS "DANGER -UNSAFE WATER" CLEARLY MARKED ALONG THE LENGTH OF THE 6+89.20 0. 25�s:.. I 10 10 TAPE. TAPE SHALL BE PLACED BETWEEN 6" BELOW THE GROUND SURFACE AND 18" ABOVE THE TOP OF p\NES( 00 \ __ ___ 0 O 1 _ _ _ O THE PIPE. -- RIM:2574.20 W \\ - - - - - - � � INV NW IS 25fifi � L aw ev Wi as SUMP EL. 2565.13 I \ " GI-B6 48" MH 5 OR ' ? '` \ 5 . � \ _ THE EXACT LOCATIONS AND DEPTHS OF EXISTING UTILITIES LOCATED WITHIN THE NEW PIPE CORRIDOR 15" IE. IN: 2565.63 (S) \\\\ I s sa -16" IE. OUT: 2565.63 (N) I 1\\ \� 1"I\I 'yam RIM: 257150 \ _ ^ \ _ \_-_ ARE UNKNOWN. ARE - - - r- M11 \ SUMP EL. 2564.23 STRUCTURES.THAT REQUIRE MODIFICATIONS TO ACCOMMODATE THE IRRIGATION PIPE OR _-- -- m \ ENCOUNTERED ",1\\ 15" IE. IN: 2565.23 (S) 2-6 *0 15" IE. OUT: 2565.23 (NW) K ( \ 1 11\\ GRAVITY IRRIGATION LINEA o I 6. CONTRACTOR SHALL ANTICIPATE THAT THERE WILL BE DRAIN WATER FLOWING WITHIN THE DITCHES I \I \\ SEE PROFILE ON SHEET GI.2 �% a \, DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING AND IMPLEMENTING A PLAN TO DEWATER/BYPASS PUMP WATER WITHIN THE WORK CORRIDOR AS REQUIRED TO COMPLETE ' 4 m' 3I 6 GRADING LIMIT CONSTRUCTION. ALL WORK, MATERIALS, EQUIPMENT, PUMPS, TEMPORARY MEASURES AND LABOR L 4-6 \ \\ ( ,I MI6 /MATCH EXISTING ASSOCIATED WITH DEWATERING/BYPASS PUMPING AND ASSOCIATED WORK ARE INCIDENTAL TO THE A"\ a 9.p0' \ WORK. CONTRACTOR SHALL ACQUIRE NECESSARY PERMITS/APPROVALS, INCLUDING OBTAINING AND - - ?L o- 258.03' OF 15" SDR 35 PVC @ 0.123% ` �' \ IMPLEMENTING A SHORT TERM ACTIVITY EXEMPTION, AS REQUIRED TO COMPLETE THE WORK. NO I°+°/ SEPARATE PAYMENT SHALL BE MADE. \I\ 2-3 - GRADING LIMIT m 7. AIR/VACCUUM TESTING IS REQUIRED FOR IRRIGATION PIPE AND STRUCTURES AS PER ISPWC SECTION 601 � - - - - 1 . � . � �-. \ u ' � �: ,, �s''�� � � .,-�.��� 4 � I \1 ► : I \\ • MATCH EXISTING -- � �, - COORDINATE TESTING WITH ENGINEER. i Ua r m 8. GRAVITY IRRIGATION CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS '\ 2 �111 OF THE FOLLOWING SPECIFICATIONS AND ISPWC STANDARD DRAWINGS; a. TYPICAL TRENCH PER ISPWC SD 301 r3 I b. CLASS A-2 PIPE BEDDING SYSTEM (TYPE - 1 BEDDING CHIPS) -PER ISPWC SECTION 305 AND SD-302. c. TYPE A TRENCH BACKFILL WITH TYPE A-1 COMPACTION - PER ISPWC SECTION 306 AND SD-301. NOTE: _ _ _- _ _ _ _ _--J �� :• s / TOPSOIL SHALL BE STRIPPED WITHIN THE LIMITS OF THE TRENCH AND NOT BE REUSED FOR TRENCH -----__-_--� 7 _ aPI 125990F15 SDR 35PV @ 128/N\ BACKFILL. _ - aPl i � r-_---, r -�Y C 0' ° d. SQUARE 36" INSIDE DIMENSION PRECAST IRRIGATION BOX WITH 6" SUMP AND LID- PER ISPWC SD-619. / BOX WITH 6 SUMP AND LID PER ISPWC SD 619 0 ' 4-3 GI-B436" BOX e. SQUARE 48" INSIDE DIMENSION PRECAST IRRIGATION GI-B3 48" Ill' � III '° � Is 10+g0.22, 0.00 �� f. 48" MANHOLE PER ISPWC SO-611 WITH 1-FOOT SUMP. a L - m 9+50.73 0.00i y { SUMP EL 2564.94 A p RIM: 2571.73 \ \ / r l --- m m .. _..q,.:• 5 15'IIE.EN:2566.09(E) EI •1� `;i Keyed Notes O r 1 ......+ l.r 1 6 15' IE. IN: 2565.94 (E) �. 0 ?... 15" IE. OUT: 2566.11 (W) X r _ II � I� 2Sj I r 9 I 5-3 ? ti 12" IE. IN: 2568.15 (SW) hr= 2572 1 I � _b _ PROVIDE WATER TIGHT CONNECTION TO EXISTING PIPE. - _ I OUT: 2565.94 (N) - - - --J \ i 2. RETAIN & PROTECT EXISTING 15" CMP PIPE. 15" IE. �\ \\--2� - � � _ 5 �� � u °s, „--GI-B1 36„ BOX �s - 2570 .',0 1 GI-B748" MH 5 PVC @ 5.118% 6+36.20, 0.00 w 6+05.12, 0.00 3. RETAIN & PROTECT EXISTING 18" PVC PIPE. I i 19.38'OF12"SDR3 - i; :o Wm°Eaals EX. PVC ?y r ' \RIM:2572.00 Y g_3 n # L 48 DIA. PUMP STA. MH - - s 1� =r 2"T-1--SUMP/ 4. RETAIN &PROTECT EXISTING IRRIGATION BOX. _ RIM' 2574.05 " rl s - _ -.- _ / SUMP EL: 2565.06, z573\� 0 5"E. N: 2565.53 S 5. 36" SQUARE WATER TIGHT PRECAST IRRIGATION BOX AND COVER PER ISPWC SD-619. r - 1+23.38, 10.33R - sa, _ c T RIM: 2571.88 = _ 56 6" E. IN: 2565.56(S)w� O 15" IE. OUT: 2565.53 (N) 6. 48" SQUARE WATER TIGHT PRECAST IRRIGATION BOX AND COVER PER ISPWC SD-619. ? - - - - - - - - g aPI r 1 5 ° _� 1 1511EIOUT 2565.56(N) , . 77511. SUMP EL: 2561.14y - 1 27.58' OF 15" SDR 35 PVC @ 0.127% 7. GIRR BOX GI -AS - (SEE DETAIL 4/GI.3). - - - - x W. HOMESTAKE ST. „r. i a r___-- ___-- M 10' IE. E r ---- - I - 176° GI-C236"BOX g. GIRRBOX GI-05-(SEE DETAIL3/GL3). ---- r -I 2+55.93,0.00 w bo-,�� \ /�� r 7-3 : z / 6.34' OF 10" F679 PVC @ 261 % 8a { 7-6/ to RIM: 2571.80 r 1-!� 9. PUMP STATION MANHOLE - (SEE DETAILS 1/GI.3 & 2/GI.3). _ O j _ \ �/ i,+� SUMP EL. 2567.93 MATCH LINE -SEE SHEET GL1 10. 48" DIA. IRRIGATION MANHOLE PER ISPWC SD-611. USE FLAT CONCRETE LID WITH 24 DIA. FRAME AND ----J .. GI-C1 48 BOX ss--/�`--- ----- I 12" IE. 2568.43 (S COVER 1 0' M N SUMP - NO STEPS REQUIRED 4PI 4PI 4P1 F) \ - r - 12" IE. OUT: 2568.43 (W) z - - - .... F. 1+23.38, 0.00-y------ - - - - TER TIGHT CONNECTION TO MANHOLE. 11 FIELD LOCATE AND CONNECT TO EXISTING 12" ADS -PROVIDE WA RIM: 2571.88 \ \ "3' I Plans Are Accepted For Public 12. RETAIN & PROTECT EXISTING LIVE IRRIGATION DELIVERY DITCH. I i I SUMP EL: 2564.86 � � � e-6 I I rr 8_3 12" IE. IN: 2567.90 (E) I Street Construction i a - -----1 1 12" IE. OUT: 2569.14(NE)..,_ GRAVITY IRRIGATION LINE --1I--- - _ --------- r - -- - --- _7 - - U .12 (W)- - - - SEE PROFILE ON SHEET GI.2 By stamping and signing the improvement plans, the Registered 10" IE OUT: 2567 - - - - r-- ------ --- I l - - - - - - - - -'-t - - - - - - - - - - - - Engineer ensures the District that the plans conform to all District I r policies and standards. Variances or waivers must be specifically _ _ I 2-5 , _ _ 128.56' OF 12" SDR 35 PVC @ 0.408% 9-6 ' and previously approved b the District in writing. Acceptance of g 3; , a l - I P Y PP Y 9• P - - --- the improvement plans the District does not relieve the N J L _ - _ - - _ 261 84 OF 12" SDR 35 PVC @ 0.414%_ _ _ _ _ _ r Registered En t responsibilities. �- -- - - --- T -J ------------- r------------------------- HIGHWAY DISTRICT ATE N 1 1 l -- � I� BY p • 06/15/2021 � GI-05 10-j - - - - 8-5 vI \ 3-5 \ ,1 A II � Lu 1a-6 I ✓Vl APPROVED FOR 6+73.36, 1.9911 75.50 I I I E IDIAN=-- RIM: 257sso 1 L__ _-_ - ___ __J z ¢ CONSTRUCTION WEI {L- I L - - - ------- / - - - --_�-- -----J l l J-- ---- _---13 RCSUMP EL: 2570.50 - - 1,G' J - - - - - - - - - r -----------4 i These plans and/or specifications have been reviewed for compliance 12" IE. IN: 2571.50 (W) GI-C3 36" BOX vvith Meridian City Standards and Specifications. This review does not 12" IE. OUT: 2571.00 N 4-5 �''I 11-s �' I 1-eve the otner, engineer, or contractor of the Icsponsibility to design O I 7-5 _ 5+20 77, 0 00 i I I ' RIM: 2573.39 aI Iuru u IJu u L L wa Io l GJ I w p IoI wG vv L o uI IGni applicable ' I-Ia -LC, ol lu -I IaVVJ IU-, I Gy UIaUUI IJ, ul ull Ia II.GJ, - - - - - - - - - - - _`J L SUMP EL:2569.01 - - - --J - - _ _--- 12" E IN 2569 51 S _ _ --pi GI IL ay GC I C IJ JPJ l - V J Ul J VI appluvalJ, all of 1� ---- ------ 12" IE. OUT: 2569.51 N --- ----- ICI GltIGLa J L G y L Lu a u L.G I ".0 IJ J L, tlJ Iu noted by ° s J a O �= I City S-If shallnUL ac Y JL JUU n YpN u VUU UPU c" J �Puul these plans F 12" SDR 35 PVC @ 0.000% - ° + addressed in wr L I b the Gn p a c L L c vleridian City _ _ _ _ o �+ ' 12-3 5_5 6_5 12-6 must be submittuu for review anu w ILI constructed. G ..., \ iJ 49.52' OF 12" C-900 PVC 0.430% h Standards and Specifications beiuju Jalu Ic"IJIL,I I-A5-- - - - L - - - @ 6+62. ' -------------- d,\..........--- -- 49,O.SSR om RIM: -- _- _ _ Nam Amanda Mc p ,.; . L..,o Date Jun 15 2021Nu 5 tt 13 3� _ GI-C4 36" BOXY CHECK EL' 2572 75 i°P EL: 2570 W. SANTIAGO ST. eW ew sw sw 5+73.28, 0 00;w j / 18"SE.MN: 2572.04 (S)- EX. IRR BOX s p RIM: 2573 54 I 4PI- I STA: 6+83.97 OFF: 0.00 y o o ...... Sa - - - v 18" IE. OUT: 2570.91 (W) 4PI a I 1.50' OF 18" F679 PVC @ 0.000 % I I` 14 3 Se SUMP EL: 2569 22 . - 97.08' OF 12" SDR 35 PVC @ 1.314 % 12" IE. OUT: 2571.50 (E) RIM: 2575.20 sw 8� '� 12" IE. IN: 2569.72 S • 18" IE. IN: 2572.25 (E 1+00 12 O ) ,. . :.. , . 9.72 (N) I 18 IE. OUT: 2572.10 (W) 18" IE: 2571.50 1 I1 - _ - IC; - IE. 256 ... $ FF- -- -� r-- - - -� 1 a 9 \ /, GI-A136"BOX` so+.' i\ \ ram- - -- 5 �T�... - ` -y--r N 1+03.00, 0.00 T l F RIM:2573.53 ZS a�\I GI-A436"BOX o .. .. 25n ......18GI -18GF 18GI N r- - ----- - ----- 18" IE IN: 2569.58 (S) 15 -3 l.. 1,g.3 17-3 18 3 19-3 \ RIM:2575.10 /� + O -{r) ------ - SUMP EL: 2569.08 3'00 +80.12, 0.00 _ ro �� - rr EXISTING 18" PVC III / I - ` - 20-3 21 3 SUMP EL:2570.20 ---- 18" IE. OUT: 2571.50 (W) i 80.01' OF 18" F679 PVC @ 0.242% 2_4 1 1 /r 3-4 1 SEE IRRIGATION DIVERSION BOX LAYOUT DETAIL 51GI.3 1 4 N 18"IE.IN:2570.70(E) I - _1 I I Ir I I I - --- -- ----- - - - -- --------- rl �I III 18"IE.OLIT:2570.70(W) r\------- 4.13' -- -- -- -- - - - 3 a r ° ---- ---- -- Z r r 336.04' OF 18" F679 PVC 0.239 /o I/ /'� 1 j a1 - ...... _ _ _ _ _ -- --- ---- -- SGI ---------------- _ GI-A236"BOX III 9 i h o 3' �� _ `--------- t - -- ----- 18GI e«�aPK aPw 52.09' OF 18" F679 PVC @ 0.242/0: i' SEE GRAVITY IRRIGATION DETAIL A ON THIS SHEET 1 1' 1 29 OF ° 1+86.OQ 0.00 L i { rl i ' VC @ 0.000 /° _ _ _ RIM:2575.20 I II..... i=2574L_� .. n 5 r 5 ?S�q / r ♦oP --- ---- ' 18" F679 P r �...-•.o- --t L- - - I. Y .. i ,oP ,oP SUMP EL:2569.27�- r 3 i...g ...419+OO:m.".: .'... a-1".:'. 2.574.. �75"4P 276 � 18" IE. IN: 2569.77 (E) _.. 576- �7-= .................... 0E 4 - - - - - - 18" IE. OUT: 2569.77 (N)__2574--- _ -mom-.--m*---2575. --2576_ - 5= - ---- GI-A3 36" BOX - 180 r - - - �78.38'OF18"F679PVC ° o - 1 - GRAVITY IRRIGATION LINE SEE PROFILE ON SHEET GI.2 _ - 5+25.03, 0.00 RIM: 2575.00 0.271% @ -- -'--- - - - - - - - ♦ 6 - SUMP EL: 2570.07 5 - W.USTICKRD. ate-_ 18"IE.IN:2570.57(E) -- - - - -- ----------- --18"IE.OUT:2570.57(W) - - _ ---- -------- - ---- -�- r - - -- -------- -- - - - - N GRAVITY IRRIGATION PLAN - LINES A, B +-- - 4 - g - 0 40 80 FEET .... 12.65' OF 18" F679 PVC @ 0.495% ---------- - O 0.00 GILL (CHIP) BETWEEN - - - a� I-A6 RIM: 2575.50 USE PLOWABLE BACKF SN ALL BOXES 01X SUMP EL: 2571.54 18" IE. IN : 2572.04 (E) 18" IE. OUT: 2572.04 (N) GRAVITY IRRIGATION - DETAIL A 0 5 10 FEET 00 a U w 7 a Z - QU S V - t a° LL U v ° a N N t ° ° ° L) c � a LLu oz CONTACT DKLJNE 48-HOURS BEFORE DKKM 1-800--342-1585 J Z O J Cn > O = CO QU) ❑ � Z Q W U Of W _ O W 0 W Q di � 2 _ W L w w ~ Z o o a FNG� ASS\ONAI 0' 6-14-21 �o 9TF /P1 OF SS KIr IN 0 LID LID LID 0 • co M a ' ❑ z ❑ ps p w w61 Q W o Z J a z � `' J L 0 > m ° w Z > 0 � o�N O F w m U K -... _ F. U x. z 0 W w., Qa a ❑ JOB NUMBER: IDB2096 DATE: 6-14-21 SHEET NUMBER: Iu > G1.1 w ,^ � V D%- APPROVED oh1E �22 Fug 11 0+40 1+00 2584 2580 2576 2572 2568 2566 2+00 3+00 4+00 5+00 6+00 7+00 7+80 z W o $ry W 0 O O mOO X O O NiN n tV Z x 0 0 N N N ~ N O N m OcoO ^ J WN LFOU O °p a EXISTING IRR. BOX 1+00.00_1 o Nw w LU u a 6+STA: OFF: 0.00 6+83.97 18" IE: 2580.82 o MoouiVi w"' anKm��, a, 18"RIM:2575.20 aW LL 5 7+ 2 y ;0 ;0 ;0 =3;0 o° U) FINISHED GRADE @ PIPE CIL (3CU) C7 +8,SUMP 1 EL: 2572.10 18" IE IN: 2572.25 (E) 18" IE. OUT: 2572.10 (W) EXISTING 18" PVC APPROXIMATE EXISTING GRADE @ PIPE CIL 1.50' OF 18" F679 I PVC @ 0.000% I L- Li 3 6.04' OF 18" F67 PVC @ .239% 80.01' OF 18" 679 PVC @ 0.242 ° 52.09' OF 18" F679 PVC @ 0.242% ERTICAL SCALE: 1 �= 4'1MW 78.38' OF 18" F679 PVC @ 0.271% 12.65' OF 18" F679 PVC @ 0.495% 1.29' OF 18" F679 PVC @ 0.000% 0+40 1+00 2+00 3+00 4+00 5+00 6+00 7+00 GI-A5 6+62.49, 0.55R RIM: 2575.50 SUMP EL: 2570.41 18" IE IN: 2572.04 (S) 18" IE. OUT: 2570.91 (W) 12" IE. OUT: 2571.50 (E) 3+00 4+00 5+00 6+00 7+00 8+00 9+00 2584 2580 2576 2572 RETAIN & PROTECT EXISTING CMP 2568 2564 2560 2558 2586 2584 2582 2580 2578 2576 2574 2572 2570 2568 2566 7+80 10+00 11+00 11+20 z z GI.6648"MH 3+58.14, 0.00 RIM: 2571.50 XO o ;� ,"'o N 0 o o inUi N 3 SUMP EL: 2564.23 In O C? N N = m OO N N? ? w w? N O 15" IE IN: 2565.23 (S) 15" IE. OUT: 2565.23 (NNI) o uni w? 0 M o uni w? 0 N NaW W NtV Na.W W op M - op + ii M - w y m a u� ui a v c v1i x O to N v�I If.7mCN 3+76.56 ICND r' =�O'"iii iii N 'L�� JNN7 mOtiNN � W" ZOFG:2571.46 - W2 0 O N a W W GI-B7 48" MH °D W W z 0 3+77.95 M o N a.m W W Uj -L 7 °P °+° -- m N W ui FG: 2568.98 6+05.12, 0.00 + � N � tD a, rn 7 RIM: 2572.00 FINISHED GRADE APPROXIMATE EXISTING SUMP EL: 2564'53 @PIPE CIL GRADE @ PIPE C/L 15" IE IN: 2565.53 (S) 15" IE. OUT: 2565.53 (N) FINISHED GRADE 5+90.81 @ PIPE CIL FG:2569.39 49.86' 0 16" C-905 PVC @ 0.129% z ro � �-W � 58.03' OF 15" SD 35 PVC @ 0.123 ° ' 0 DR. MC@ZM8% a 32.06' OF 15" SDR 35 PVC @ 0.145% 27.58' OF 15" SDR 35 PVC @ 0.1279/6 LOWER EX. WATER UNDER NEW GI NEW 8" W IN STEEL CASING 3+19.83 EXISTING 15" EXISTING CMP 12" IE: 2565.18 45CAL= EXISTING 12" ADS VIT� IRRIGA 'ON Lfl�EB.PR�FIL� z VERTI 4' 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+20 2584 2580 2576 GI-B3 48" MH 2572 9+50.73, 0.00 RIM:2571.40 SUMP EL: 2564.94 15" IE IN: 2565.94 (E) 12" IE IN: 2568.15 (SW) 15" IE. OUT: 2565.94 (N) 2568 2564 z- o 3 M � irk N oNi ^ W Z O _ N C6 O O T N N m C N O O K1 °V m N N M N a W W_ V Z W �� xOoo��WZ N~ O O M O z O �NNa + 7 C7 <oK1p� N to `� r X m OONI(Y F J- WZO N a_W L I W W a C4 0++ � N toa m aW Uj =- - M rNi, a W W ¢i-GRADE APPROXIMATE EXISTING9 @ PIPE CIL Nw?oO Na- FINISHED GRADE @ PIPE CIL _ 12" SD 35 PVC@ 1.314 97.08' 0 261.8 ' OF 12" DR 35 128. 6' OF 12' SDR 35 P 0 408% 49.52' OF 12" C-900 PVC @ 0.430% 19.38' OF 12" SDR 35 PVC @ 5.118% V IIIJ RTICAL CALE:1" 4' 0+80 1+00 2+00 3+00 4+00 5+00 6+00 2586 2584 2582 2580 2578 2576 2574 2572 2570 2568 2566 2564 7+00 7+20 2584 2582 2580 EXISTING GRADE 2578 2576 FINISHED GRADE SEE PROFILE 2574 2572 2570 0-15"GIRRPIPE 2568 W V 2566 2564 GRAVITY IRRIGATION - LINE B 2562 TYPICAL SECTION 2560 STA 3+77.95 TO 5+90.81 G1.2 2558 11+00 11+20 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans Conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans k the District does not relieve the Registered En Ve responsibilities. BY DATE- 06/15/2021 ADA COUNTY HIGHWAY DISTRICT Ix o 00 y CL Q U S" E 2 22 ° a ° LL C1 = 62 - 01 Q G � m a mwa_o� m CONTACT DKNLJNE 48-HOURS BEFORE DKXMG 1-800-342-1585 U z � J J (n � O = m QU7 0 - U) (D Z Q W 0 0 O OfW = U� W O 0 } Q w w � 2 = r H Uj W W w ~ z o a FyG� �Sg�ONAL yFF Q� ��G\ST 3 Jj 6-14-21 20 9pSST� OF 0 ID CO • I co M a - z 0 w - MW W a W Z_ o J rn LU J oz a »m w Z > ° a Z m z� ❑ O N N R ro U K _ F U -..... Z 0 w wa, Qa a ❑ 1:9 JOB NUMBER: le_ IDB2096 DATE: 6-14-21 SHEET NUMBER: F tii G1.2 w w APPROVED 04t21122 18" OUT TO GI-A4 PRESSURE TREATED CHECK BOARDS CAULK ALL JOINTS BETWEEN CHECK BOARDS, AND BETWEEN CHECK BOARDS AND THE 1 CONCRETE BOX - PROVIDE WATER TIGHT SEAL TOP OF CHECK BOARD EL: 2572.75 (EQUALS FLOW LINE OF OLD CONCRETE DITCH) 18" IE OUT: 18" OUT TO GI-A4 0 z A GIRR BOX GI-A5 PLAN 12" OUT TO GhCS 12" WATERMAN C-10 CANAL GATE ON 12" PIPE OUT TO GI-05 RIM EL: 2575.50 18" IN FROM GI-A6 IE: 2572.04 ( - 12" OUT TO \ o GI-05 12" IE: 2571.50 SUMP EL: 2570.41 8" THICKNESS OF Q" MINUS CRUSHED, AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 NATIVE SUBGRADE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 GIRR BOX GI-A5 SECTION A -A 4 LB/SF EXPANDED WELD 2-1/8" FLAT BAR STEEL AROUND PERIMETER (TYP.) a" SS ANCHOR BOLTS W/4" MIN. EMBEDMENT WITH WASHERS TWO PIECE COVER AND REMOVABLE NUTS (TYP.) NOTES: 1. PROVIDE IRRIGATION BOX COVERS AS PER ISPWC SD-619. 2. COVERS SHALL BE PRIMED AND PAINTED WITH BLACK ENAMEL. GIRR BOX GI-A5 COVER GIRR BOX GI-A5 vvoK rug i 12" IN FROM GI -AS WEIR PLATE - SEE DETAIL 12" IN FROM GI-A5 12" IE: 2571.50 0 ~ U 00 'E - SEE DETAIL 1.00' .ten a 0.50' 0.50' 0 0.50' 3.00' 2.50' 7.00' GIRR BOX GI-05 PLAN u RIM EL: 2575.50 4 LB/SF EXPANDED STEEL TOP WELD 2-1/8" FLAT BAR STEEL AROUND PERIMETER (TYP.) d" SS ANCHOR BOLTS W/4" MIN. EMBEDMENT WITH WASHERS AND REMOVABLE NUTS (TYP.) 'lECE TWO PCOVER NOTES: 1. PROVIDE IRRIGATION BOX COVERS AS PER ISPWC SD-619. 2. COVERS SHALL BE PRIMED AND PAINTED WITH BLACK ENAMEL. GIRR BOX GI-05 COVER -RIM EL: 2575.50 WEIR CREST EL: 2572.25 HGL = 2572.34 @ 40.5 GPM t HGL = 2572.65 @ 377 GPM 12" OUT TOcl! a I C WEIR PLATE - SEE DETAIL GI-C4 L - J SUMP EL: 2570.50 SUMP EL: 2570.50 IE: 2571.00 8" THICKNESS OF'2" MINUS CRUSHED / AGGREGATE BASE COMPACTED TO 95 % J MAX DRY DENSITY PER ASTM D1557 NATIVE SUBGRADE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 GIRR BOX GI-05 SECTION A -A WEIR GAUGE IN HUNDREDTHS OF A FOOT 4:1 CIPOLETTI WEIR SIDE SLOPES 12" IE: 2571.00 8" THICKNESS OF'2" MINUS CRUSHED TOP OF WALL AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 NATIVE SUBGRADE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 GIRR BOX GI-05 SECTION B-B 0.58' 0 FL 0 o a 1.00, %" DIA.X 3" STAINLESS HILTI KWIK v ° C ° o BOLT II (TYP OF 6) WISTAINLESS u, Q NUT & WASHER - INSTALL ALL o BOLTS AT CENTER POSITION C \ WITHIN THE V VERTICAL L -� - - - J STEEL ADJUSTMENT SLOT r' SECTION C-C X� 2.67' i 3M 1" WIDE X 125 MIL MASTIC TAPE BETWEEN CONCRETE WALL AND ORIFICE PLATE - PROVIDE WATERTIGHT CONNECTION CONCRETE WALL J TO CONCRETE WALL BEHIND PLATE NOTES: 1. WEIR PLATE SHALL BE INSTALLED LEVEL. GIRR BOX GI-05 WEIR PLATE GIRR BOX GI-05 USE FLOWABLE BACKFILL (CHIPS) BETWEEN ALL BOXES j N:717782.7960 i E: 2450544.8551 i N: 717782.9303 / " \ I N: 717782.7736 N: 717782.6169 E: 2450538.8566 / I\ E: 2450545.8549 E: 2450552.8531 LOTLINE% F� o i GI BOXGI-CS AI 18G1 18G1 -18 2.67 N: 717778 6179 - IRRBOXGI-AS �\ E:2450552.7636\I o �11 11 N: 717778 7746 -- E. 24505457653 1 --------------- y -------- 18G1. - N: 717778.9313 N: 7177-78.7970 I �� ROW LINE / E: 2450538.7671 E: 2450544.7656 - - LN: 717778.5079 - 1 -- - 1°- - - N:717778.5974 it E: 2450544.7591 2450540.7601 EXISTING IRRIGATION BOX -0 01N N: 717774.5984- o - o p o "• E:2450540.6706 L N: 717774.5089 E:2450544.6696- . i IRR BOX GI-A6 rn IRRIGATION DIVERSION BOX LAYOUT W o s 10 FEET PACKAGE PUMP STATION SEE PIA FOR REQUIREMENTS 48" DIA. PUMP STATION MANHOLE SEE GI PLANS PACKAGE PUMP STATION I - RIM EL: 2571.88 RIM EL: 2571.88 HGL EL: 2569.14 OVERFLOW PIPE OUT EL: 2569.14 /-\ It 12" IE: 2569.14 fV 10" C900 PVC o F1 r- 12" IE IN: 2567.90 10" IE: 2567.12 -GI-Cl 48"BOX 10" IE: 2567.04 4.00" SEE GI PLANS co IL SUMP EL: 2564.86 48" DIA. CONCRETE MANHOLE EL:2561.14 8" THICKNESS OF 4" MINUS CRUSHED NOTES: AGGREGATE BASE COMPACTED TO 95% 1. PUMP STATION MANHOLE SHALL BE MAX DRY DENSITY PER ASTM D1557 PRE -CAST CONCRETE. STRUCTURAL DESIGN SHALL BE NATIVE SUBGRADE COMPACTED TO 95% PREPARED BY PRE -CAST DESIGN MAX DRY DENSITY PER ASTM D1557 ENGINEER. PUMP STATION MANHOLE & SCREEN BOX PROFILE PUMP STATION MANHOLE & SCREEN BOX PROFILE 12" IE: 2569.14 N: 718205.9232 E:2450416.7492 10" IE: 2567.04 10" IE: 2567.12 GI-133 48" PUMP STATION MANHOLE I 5.33, i I �soo N: 718203.5992 E:2450408.8619 III ci I PACKAGE PUMP STATION 1 I P SEE P1.4 FOR REQUIREMENTS ----�_I --- i� PUMP STATION SLAB - SEE PIA �r FOR REQUIREMENTS T -` F N:718205.8113 6- E:2450421.7479 12" IE: 2567.90 -�-12GI -12GI -12GI 09 N:718200.8125 12GI - �E:2450421.6360 GEC1 48" BOX E PIA FOR SCREEN REQUIREMENTS I r N: 718200.9245 E:2450416.6373 ! - 10" C900 PVC @ 1.26 % 4P I 4NSFORMER SEE PIA 2 PUMP STATION POWER REQUIREMENTS---_ 4 p N� PUMP STATION MH & SCREEN BOX PLAN 0 5 10 FEET w z a$ _ 00 >w' o aaz <0 N E 0 C 41 N � CONTACT DK3LM 4& BEFOFE DKdC M 1-800-U2-M U z O J J U7 O = Do m U) O U) 0- z z Q LLI U o 0 OfW W 0 0 IY } Q w w F 2 _ w ~ W U w z O o a \SA 1 081 3 O'' 6-14-21 �O ,P,v OF U) 00 Cal co CD CD 00 0 • In 1 a ❑ - z O og o W 0 O o f az U) 7 U z � L U' > w Z m 0,61m zm Z 2P O P w a LL ,Q V a a ❑ JOB NUMBER: IDB2096 DATE: 6-14-21 SHEET NUMBER: w G1.3 w ,^ � V DWIuDIANF- APPROVEEDDD oh1E 04rzs 22 ruNtaaa:""s N: 718565.2708 13.55 LF OF 4" N: 718564.9648� E: 2450254.1517 P \ J \ a •I E: 2450124.2172 45° BEND' `, N. 718552.5507 N. 718533.9325 90° BEND S E: 2450258.8158E 2450332.8066\ 22.5° BEND 4 GV _ - 22.5° BEND: \ ---_-- - 4P1 4PI- PI - Z 4.72LFOF4" 1 1 129.93 LF OF 4" \ / -7 _ _ _ , y N: 718535.4099 / 1 LL 'y E:2450337.2872 / AI O 90° BEND -� v_I 2.50 gy\FOFd 4" GV 2.85' O N \ - I E:2458468.8611 �I rn 1 s N: 713 > N: 718510.2426 1 0123.8098 E:2450258.6365 D / N: 718469.0520 90 BEND 90° BEND t E:2450078.7688 N:718469.3037 90° BEND - N: 718510.2025 E: 2450354.7059 J_ - 9.45LFOF4' 11.25° BEND - E: 2450268.0914 �45° BEND 11 45.04 LF OF 4 .25° BEND °�- WOOOp1NEST' 11 GV 9.47 LF OF 4" O .... 85.. LL N:718461.1561 \ N:718369.5069 E:2450349.8755� E:2450373.3019 - - - - - - - - - - - 45°BEND O \ 4"X2" TEE N:718412.0862 E: 2450070.5897 ( c 45° BEND 2" GV 11.25° BEND 4" GV 15.06 LF OF 4" jL 4 .0 N: 718362.4798 1 E:2450386.6173 r - - - - - - - - - - - - ( $ 4 \BEND 1 26.90LFOF4" N: 718336.6390 9V - - - - - LF OF E: 2450394.0914 / 9Q v u p' 45° BEND TTTT T1905LFOF4 `rti - -- - N:718343.1363 N:718319.1025 5.00' � E:2450282.1285 � �- E:2450389.7057 ti � 1� g - r 1 2„ CAP P lY zr 3 - a 45° BEND THRUST BLOCK io° N: 718283.7724 1--------- 89.10LFOF4" j� ,, E:2450395.2164 1 _ '15j2' ,, 4PI -� 4PI-P. 2 22.5° BEND (W) � m N: 718293 8150 a - ❑ E 2450304 0803 ' - - a_s° PUMP STATION SEE PIA / N:718291.8205 90 BEND a, & E:2450393.1593 ti o- _ LL 4" TEE �' �' 90° BEND UP / w y o 22.5° BEND (W) o 4" DUCTILE SPOOL VERTICAL RISER WITH UNIFLANGE STUBBED 4" ABOVE SLAB m m LL "' > c 8.31 LF OF 4" J DISCHARGE PIPE w l ....�.. BEL: 2571.86 _ o ALIGN VERTICAL P SRATION ISER I TOP OF SLAB I AND CONNECT TO PUMP T t Y o 3.00' N: ..718199 5288 4.34i z 8 ` E: 245039 BEND ., 1 J 3 z 7.23 LF OF 4��, is 8" - - - - - - - - - - - 1 ----------- Y N:7181938388 ,� s 11.25° BEND 4 wo aiv COVERED VAIN p ems a 1 + E:2452301.8418'' 1 I i �' in 11.25°BEND L--- - -- --J .. I 12c1 lzci : „�, j 4" GV w O 2572 " " N: 71818 624 50 1 .. - .....,., 4PI 4PI E:2450548.6308 N:718138.1486 - N:718140.3166 8W N 21.09 LF OF 4" 96 98 LF OF 4" 90° BEND - E: 2450156.2062 E: 2450235.2252 W. HOMESTAKE ST. s - -- - - a-- 4' GV l O . 7.13' CN: 718138.5883 1 4" GV� 1 L C�� N: 718140.5357n N: 718184.3346 n1e 1 J 0 e n. ❑ B, '. ✓ C.0ncnnca aczo NOTES 1. THE PRESSURE IRRIGATION DISTRIBUTION SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NAMPA MERIDIAN IRRIGATION DISTRICT STANDARDS AND SPECIFICATIONS. 2. PIPE LENGTHS ARE SHOWN AS GENERAL INFORMATION ONLY CONTRACTOR SHALL PERFORM THEIR OWN MATERIAL TAKE OFF AND INCLUDE ALL WORK FOR THE PRESSURE IRRIGATION SYSTEM IN THE BID FOR THE WORK. 3. GATE VALVES SHALL MATCH THE PIPE SIZE. 4. ALL WORK SHALL BE COMPLETED, AND MATERIALS PROVIDED, IN ACCORDANCE WITH THE CURRENT NAMPA MERIDIAN IRRIGATION DISTRICT STANDARDS AND SPECIFICATIONS, AND THE CURRENT EDITION OF THE ISPWC. 5. MAINLINE PIPING SHALL BE PVC, CLASS 200, SDR 21 OR BETTER. 6. MAINLINE FITTINGS SHALL BE CAST IRON AND MEET AWWA REQUIREMENTS. 7. ALL GATE ISOLATION VALVES SHALL BE PROVIDED IN ACCORDANCE WITH ISPWC AND MEET REQUIREMENTS OF AWWA C-509. VALVE BOXES SHALL BE PROVIDED IN ACCORDANCE WITH ISPWC SD-406 WITH 24" DIAMETER CONCRETE COLLAR. 8. IRRIGATION SERVICE RISER PIPING SHALL BE 3/4 INCH DIAMETER CLASS 200 POLYETHYLENE. CURB STOP SHALL BE 3/4 INCH CLASS 200 WITH NON -RISING STEM, ALL BRONZE CONSTRUCTION AND SCREWED ENDS. ALL FITTINGS SHALL BE BRASS. SEE SERVICE RISER DETAILS FOR ADDITIONAL REQUIREMENTS. 9. THRUST BLOCKS SHALL BE PROVIDED IN ACCORDANCE WITH THE CURRENT EDITION OF THE ISPWC. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT TEES, BENDS, DEAD ENDS, OR OTHER CHANGES IN FLOW DIRECTION ON ALL MAINLINE PIPING. THRUST BLOCKS ARE ALSO REQUIRED AT ELBOWS AND TEES BEFORE AND AFTER ANY COMPRESSION TYPE COUPLER. CONCRETE FOR THRUST BLOCKS SHALL CONFORM TO ISPWC CL3000 AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH. 10. INSTALL LOCATING WIRE PER ISPWC. 11. ALL STREET CROSSINGS SHALL BE MARKED ON EACH SIDE WITH PURPLE FIBERGLASS STAKES SAYING "PRESSURE IRRIGATION" PRESENT. 12. CONTRACTOR SHALL COORDINATE A PRE -INSTALLATION ONSITE MEETING WITH THE PROJECT ENGINEER. CONTRACTOR SHALL COORDINATE INSPECTION OF PIPE INSTALLATION WITH ENGINEER ONCE PIPE IS INSTALLED, PRIOR TO BACKFILL. 13. CONTRACTOR SHALL PRESSURE TEST THE SYSTEM AND OBTAIN PASSING RESULTS IN ACCORDANCE WITH ISPWC SECTION 401. FINAL PRESSURE TESTING SHALL OCCUR AFTER ALL OTHER UNDERGROUND INSTALLATIONS ARE COMPLETE. LEGEND ® GATE VALVE AIR RELEASE VALVE ODRAIN VALVE © BLOW -OFF ASSEMBLY O314 INCH PE IRRIGATION SERVICE PI IRRIGATION MAIN LINE & SIZE �- PIPE DOWNWARD SLOPE DIRECTION PRESSURE IRRIGATION EASEMENT KEYED NOTES 0 1. 3/4-INCH IRRIGATION SERVICE (SEE DETAIL 1 & 2 ON SHEET PI.2). 2. DRAIN VALVE (SEE DETAIL 3 ON SHEET PI.2). 3. AIR RELEASE VALVE (SEE DETAIL 4 ON SHEET PI.2). 4. 2" BLOW OFF ASSEMBLY (SEE DETAIL 6 ON SHEET PI.2) 5. PLACE PRESSURE IRRIGATION IN C-900 PVC SLEEVE AT ROADWAY CROSSING PER ISPWC SD-307 AND ACHD STANDARDS- MIN. SLEEVE DIA. SHALL BE THE PI PIPE SIZE PLUS 4". INSTALL (2) 3" DIAMETER CLASS 200 SIGNAL CONDUITS WITH If PULL ROPE. SLEEVE AND CONDUIT SHALL EXTEND 3-FEET PAST THE SIDEWALK. PROVIDE CLASS A-1 PIPE BEDDING SYSTEM PER ISPWC SD-302, AND TYPE A-1 TRENCH BACKFILL. (SEE DETAIL 7 ON SHEET PI.2). 6. PRESSURE IRRIGATION BACKUP WELL AND VALVING. Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans oonlorm to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans OV the District does not relieve the Registered En a t e responsibdities. BY DATE 06/1512021 ADA COUNTY HIGHWAY DISTRICT Wz o 00 LL I- xy CL Q U S E 3 a ° ° ° LL C1 2 O- N g. u U Q _ 3 Ol ca N a mA, CONTACT DKNLINE 48-HOURS BEFORE DKXMG 1-800-342-1585 J Z O J /n � O = � m Q � 0 U) Z Q w 0 0 O Df W = U� w O 0 lY } Q ui ELI � 2 = r UJ w W w W I- z o 1 a FyG� �Sg\OML G\ST yFF Q� 3 J'J• 6-14-21 ,20 9pSST� OF RO�Sp� • DO 000.2 DO Z a - z U w > w - z J a 6 Z O (w9 Z > U a Z °° F Qw Q m ❑ 010 U K -...xx. I^ v U Z O ii w wau Cr K a a ❑ 1 JOBNUMBER: w IDB2096 7 DATE: 6-14-21 SHEETNUMBER: N ti IL PI.1 w w ((EI APPROVED on¢ 04rzs 22 FILE NUMBER: rasaoa Keyed Notes 0 1. 3" SDR 21 PVC RISER EXTEND 18" ABOVE FG (SEE GRADING PLAN) 2. 3" X 4" X 6" CINDER BLOCK (OR EQUAL) 3. 4" X 3/4" SADDLE. 4. MAIN LINE. 5. 8" X 3/4" BRASS NIPPLE. 6. 6" X 3/4" 200 PSI POLY 18" ABOVE GROUND. 7. 3/4" BRASS CURB STOP 8. ROCK CHIPS 9. 3" FEMALE ADD. 10. LOCATER WIRE. 11. 3" PVC PLUG. 12. MARKER STEEL " POST". 13. PLUG AND PURPLE NON POTABLE TAG. NAMPA MERIDIAN IRRIGATION DISTRICT STANDARD "MODIFIED" TYPE -A RISER SHORT SIDE SERVICE Keyed Notes 0 1. DOMESTIC WATER METER BOX COVER OBLITERATE WORDS "WATER METER" FORD NO. X43 CAST IRON WITH 1312" LOCKING LIDS. 2. 20" DIA. PVC. 3. 1 1212" CURB STOP BALL VALVE SUCH AS FORD B11-666SW. 4. MIN. 1 CU. YD. DRAIN ROCK TO BOTTOM OF VALVE FOR SUPPORT. 5. 1 2" BRASS PIPE. NAMPA MERIDIAN IRRIGATION DISTRICT STANDARD DRAIN VALVE Keyed Notes 0 1. 3" SDR 21 PVC RISER EXTEND 18" ABOVE FG (SEE GRADING PLAN). 2. 3" X 4" X 6" CINDER BLOCK (OR EQUAL). 3. 4" X 3/4" SADDLE. 4. MAIN LINE. 5. 3/4" POLY PIPE 200 PSI. 6. 6" X 3/4" 200 PSI POLY 18" ABOVE GROUND. 7. 3/4" BRASS COMP. COUPLINGS. 8. 3/4" BRASS CURB STOP. 9. ROCK CHIPS. 10. 3" FEMALE ADD. 11. LOCATER WIRE. 12. 3" PVC PLUG. 13. MARKER STEEL "T" POST. 14. PLUG AND PURPLE NON POTABLE TAG. NAMPA MERIDIAN IRRIGATION DISTRICT STANDARD "MODIFIED" TYPE -A RISER LONG SIDE SERVICE Keyed Notes 0 1. DOMESTIC WATER METER BOX COVER OBLITERATE WORDS "WATER METER" FORD NO. X43 CAST IRON WITH 1312" LOCKING LIDS. 2. 20" DIA. PVC. 3. AIR RELEASE VALVE 1 1212" 200 PSI RATED OR EQUIVALENT. 4. MIN. 1 CU. YD. DRAIN ROCK TO BOTTOM OF VALVE FOR SUPPORT. NAMPA MERIDIAN IRRIGATION DISTRICT STANDARD AIR RELEASE BROOKS 525 SERIES W/COLLAR & IID ADJUSTABLE HEIGHT OR EQUAL w z J F O J 4"X2"TEE 2" SCH 40 GALV. IRON PIPE AND FITTINGS AS REQ'D BY ACHD w 4" PRESSURE IRRIGATION MAIN �-� 2" VALVE J DRAIN 2" BACKFLOW PREVENTER PER CITY STDS. & PLUMBING CODE DRAIN 2" SCH 40 GALV. IRON PIPE AND FITTINGS _CONNECT AT DOWNSTREAM SIDE OF METER 2" METER 2" WATER SERVICE NOTES GORILLA c CAGE (GC-3) c0i POWDER COATED GREEN a 4- THICK CONCRETE SLAB - SIZE TO FIT CAGE PER MFG'S RECOMMENDATIONS ci z t 10" DIA PVC DRAIN VAULT WITH IRON TILE LID 5 CUFT OF DRAIN ROCK " PVC kLL VALVE DIRECTION OF DOWNWARD PIPE SLOPE TOWARDS DRAIN DRAIN DETAIL 1. PROVIDE ALL FITTINGS, TRANSITIONS AND APPURTENANT ITEMS AS REQUIRED FOR CROSS CONNECTION CONSTRUCTION. 2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REQUIREMENTS. 3. CONTRACTOR SHALL CONFIRM FITMENT OF BACKFLOW PREVENTER AND APPURTENANT ITEMS WITHIN GORILLA CAGE PRIOR TO ORDERING MATERIALS. PI CROSS CONNECTION TO POTABLE WATER SYSTEM C.I. VALVE BOX TOP SECTION - TPLER #6855 8" ROUND CONCRETE COLLAR (4" THR CAST IRON COVER TYLER 6955 VALVE BOX OR IRRIGATION MAIN REDUCED TO 2" GALV CONCRETE THRUST BLOCK OR JOINT RESTRAINT PI 1/4" DRAIN HOLE 2" BLOW OFF ASSEMBLY MIN.DEPTH OF SLEEVE SHALL BE 30" FROM 1 TOP OF SLEEVE TO FINISHED GRADE - LEEMCO JOINT RESTRAINT @ ROAD CENTER LINE MATCO 100RT GASKEDTED SLEEVE W/1 112 X DIA. C 900 PVC EXTEND DEEP SOCKET VALVE FROM CURB TO CURB OR BACK OF SIDEWALK TO BACK OF SIDEWALK PROFILE VIEW - ROAD CROSSING PRESSURE IRRIGATION PULBLIC STREET CROSSING MPT ADAPT. AND CAP THRUST BLOCK BACKFILL WITH 1 CY DRAIN ROCK DESIGN ROADBASE AND SURFACE INSTALL (2) T' �� - �� COMPACTED SELECT BACKFILL DIAMETER CLASS200 SIGNAL CONDUITS WITH 4" PULL ROPE �� �/, �/ SAND PIPE BEDDING �/. 7/.7//.7//. 1�i. X-SECTION - ROAD CROSSING 00 = LL F In CL Q U E u a � 0 0 LL C1 _ 0 0 = 0 _ N 0 - c�i- Q - iu - - m d Q � � N N = _ 0- mwa_o� m CONTACT DKNLJNE 48-HOURS BEFORE DKXMG 1-800-342-1585 U z O J J (n � O � = m QU7 0 - - U1 C7 Z Q W 0 0 O 0f W = L) W O 0 [If } Q ui LU � _ LU w w w� z o 0 a SS\0AI FN� G\ST /yFF 3 J'J, 6-14-21 �O 9T6 /Pp OF 9S K ER���S • 1 a ❑ - 0 w Ee O Q f W C � U C Z � < >U5? w Z > U a z� F < m ❑ v❑ °o Q� w U K -...x. I^ v U Z O w wau Y EC K a a ❑ JOB NUMBER: w IDB2096 7 DATE: 6-14-21 SHEET NUMBER. y w Lu a P1.2 w w APPROVED 04125 /22 _..vna�a�os PRESSURE URBAN IRRIGATION PRESSURE URBAN IRRIGATION PRESSURE URBAN IRRIGATION PRESSURE URBAN IRRIGATION SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS 4. FINDER WIRE: No. 12 direct burial single strand copper sire (Type THHN or Bedding shall be placed in lifts not to exceed six (6) inches, except for the initial lift, 12 CONSTRUCTION: Isolation valves shall be installed where shown on the plans. NAMPA &MERIDIAN IRRIGATION DISTRICT THWN) shall be laid adjacent to all water main and service lines. The wire shall which shall be four (4) inches. Pipe base material shall be placed and compacted. Valve boxes located in unpaved traffic bearing areas shall be provided with a six (6) inch thick Updated January 1, 2013 be placed along. the North and East side of the main and service lines. The Compaction of pipe zone and trench backfill material shall begin when there is sufficient concrete collar twenty-four (24) inches square. Valve boxes eua l be installed flush with finder wire shall also be extended up the valve boxes. All wire joints shall be cover to protect the pipe from damage. Pipe base and zone materials shall be compacted surrounding ground. connected with a Ding "One Step" 30 V twist on water tight wire nut enclosure to 95% of maximum density in accordance with AASHTO T-99 by means of mechanical All items unless otherwise modified herein shall conform to the "Idaho Standards for Public Works or prior approved equal. compaction. A minimum three (3) inch sand cushion shall be installed between the 3. PAVEMENT REMOVAL AND RESTORATION: Construction" (I.S.P.W.C.), latest edition, irrigation pipe and any existing pipes or conduits encountered. 5. FLEXIBLE COUPLERS: Coupling center ring shall be constructed of ductile 3.1 REMOVAL OF PAVEMENT: Neatly cut all bituminous and concrete SMALL LOT INDIVIDUAL PARCELS LESS THAN 1 ACRE SHALL HAVE %" SERVICE iron having a minimum yield of 30,000 psi. End rings shall be constructed of FOUNDATION STABILIZATION: If unsuitable soil material is encountered in pavements regardless of the thickness prior to excavation of the trenches with an ductile or malleable iron. Ductile iron couplers shall have the manufacturer's the floor of the trench, the floor shall be over -excavated and back -filled with three (3) approved pavement saw or cutter. Pavement cuts shall be made a minimum of twelve SYSTEM CAPACITY: standard coating. High strength, low alloy steel trackhead bolts and heavy hex inch minus granular material. The backfill material shall be uniformly graded from (12) inches away from each side of the trench over material, which is to be left No pipe capacity shall be required in excess of the total acreage allotment. This acreage allotment shall be nuts shall be used. (Examples: Rome 101, Rockwell 311) course to fine and free of excessive dirt and organic material. Backfll shall be undisturbed. calculated at 6.5 GPM per irrigable acre or .733 minor inch per acre for all land served by the system. compacted to 95% of maximum density in accordance with AASHTO T-99. Irrigable acreage shall be determined by NlvffiD. 6. TAPPING SADDLES: Saddles shall be ductile or malleable iron. Straps or 3.2 PAVEMENT RESTORATION: bands shall be galvanized or stainless steel. Gaskets and coatings shall be foe BAUKFILL ABOVE PIPE ZONE: Where the pipe is located within the street right -of - Main line to make a complete loop of the subdivision from pump station with the first T joint having standard of the manufacturer. (Examples: Romsc 101, Rockwell 311) way but outside areas to be overlaid with asphalt, suitable native material shall be used as I. ASPHALT CONCRETE: Asphalt concrete used in conjunction with isolation valve accessible in the pump station or immediately beside it. backfill from the pipe zone to finish grade. Areas in which pavement repair is required this project shall be furnished and placed in accordance with I.S.P.W.C. 1.2 PIPE INSTALLATION: shall be back -filled with % inch minus crushed aggregate from the pipe zone to a point None over forty-eight (48) inchin depth, finished grade. two (2) inches below finished pavement grade. Backfrll shall be placed in lifts not to 2. CONSTRUCTION: The pavement shall be cut to provide clean, GENERAL: All PVC pipe shall be assembled and installed in accordance with the pipe exceed six (6) inches and compacted to 95% of maximum density in accordance with solid, vertical joints. Whenever possible, cut lines shall be parallel to or at right Main line tube, minimum four (4) inch. manufacturer's recommendations and as shown on the drawings. AASHTO T-99. Compaction shall be done using mechanical compactors. angles to the street centerline. Any line serving more than one (1) lot is considered main line. 1. PIPE INSTALLATION WITHIN STREET RIGHT-OF-WAYS 1.3 SYSTEM FLUSHING: The completed system shall be flushed of dirt and foreign Immediately before applying the tack coat, the surface to be treated shall be material and all air shall be vented from any high points prior to placing the system in swept clean of all loose material, dirt, excess dust or other objectionable 1. PIPELINE CONSTRUCTION: GENERAL: All work within street right-of-ways shall meet both the specifications operation. material. No application will be permitted when the surface is appreciable damp of the agency having jurisdiction over the right-of-ways and current I.S.P.W.C. or when weather conditions are unsuitable. 1.1 MATERIALS: specifications. 2. ISOLATION VALVES: Following the preparation of the base course and abutting edges, the contractor 1. PIPE: All pipe shall be polyvinyl chloride (PVC) Class 200, SDR 21 or better. EXCAVATION: All pipelines shall have a minimum of thirty (30) inches and a 2.1 MATERIALS: shall apply CSS-1 emulsified asphalt (tack coat) to all joined surfaces. Asphalt maximum of (48) inches finished grade. Utilities encountered in the pipe zone shall be concrete shall be placed to a minimum compacted depth of two (2) inches, Pipe two (2) inches and larger shall be ring gasket joints. crossed below by a minimum of Y. Topsoil shall be stockpiled and used for the top layer L VALVES: Valve size unless otherwise noted onthe drawings shall equal providing a smooth, even surface conforming to adjacent surfaces. during backfill. that of the pipe on which it is installed. 2. FITTINGS: PVC pipe fittings. 4. SERVICE RISERS: PIPE BASE AND PIPE ZONE MATERIALS AND PLACEMENT: Pipe base and GATE VALVES: Solvent weld fittings two (2) inches and smaller shall be on single service only. pipe zone shall include the full width of the trench from four (4) inches below the bottom 4.1 MATERIALS: Fittings must be Schedule 40 or better and meet or exceed the pressure rating of of the pipe to six (6) inches above the top of the pipe. Backfill materials may be 2. VALVES TWO (2) INCHES AND LARGER: All gate valves shall meet the pipe. Threaded fittings shall be Schedule 80. excavated native material containing no rack, organic matter or materials larger than ii the requirements of AW WA C 509 latest revision specifications for resilient wedge 1. PIPE: 200 PSI Poly inches. Where the volume or quality of native excavated materials is inadequate, sand valves and shall be manufactured by Waterous, Clow or Mueller. The gate valves shall Fittings four (4) inches and larger shall be cast iron. Cast iron fittings must meet will be used for pipe base and pipe zone backfill. Pipe base material shall be placed and be two hundred (200) psi working pressure; non -rising bronze stem with o-ring rubber 2. VALVES: Curb stop valves shall be Class 200, with non -rising stem, all current AW WA requirements. compacted sufficiently to preclude future settlement. Compaction of pipe zone and gaskets and with a two (2) inch square operating nut opening to the left. bronze or brass construction, and screwed ends. trench backfill material shall begin when there is sufficient cover to protect the pipe from 3. THRUST BLOCKING: Thrust blocks are required at tees, bends and dead damage. Pipe base and pipe zone shall be back -filled with commercial type bedding 3. VALVE BOXES: All gate valves shall be fitted with a standard 3. FITTINGS: All fitting to be brass. ends on all pipe and fittings with rubber gasket joints. Thrust blocks are also material or an approval alternate (free of humus, organic material, frozen material, and adjustable cast iron valve box and five and one quarter (5 %) locking lid as manufactured required at elbows and tees before and after any compression type couplet and debris conforming to the gradation specified below: by Tyler No. 6855. 4. Modified Type A risers. where shown on the drawings. Concrete for thrust blocks shall conform to I.S.P.W.C., CL-3000 and shall have a minimum 28-day compressive strength of U.S. Standard Percent Passing 4. FLANGES / STEEL FLANGES: Steel companion flanges shall be AW WA 4.2 CONSTRUCTION: Service risen are to be constructed in conformance with the 3,000 psi. Concrete thrust blocks are to be placed against undisturbed earth. Sieve Size By Weight Class D steel ring flanges. Threaded or slip on, socket weld type as required. attached standard details. Service risers located along property lines adjacent to public roads shall be Type "A" only. Lateral pipelines extending to single service risers shall be two (2) inch pipe Thrust blocks shall have the following bearing areas unless otherwise called for 100 5. CONCRETE: Concrete for valve box collars shall conform to LS.P.W.t>, meeting the requirements of Section I.I.I. on the drawings: 3/8" 95-100 CI-3000 and shall have a minimum 28-day compressive strength of 3,000 psi. #4 90-100 Joint compound or Teflon tape shall be used on all threaded joints. 4" and small pipefittings 1.3 sq. R. #10 90-100 6" pipefittings 2.0 sq. ft. 940 15-80 All risers shall be labeled "Irrigation Water -Not for Drinldng" All valve boxes and risers to be 8" pipefittings 3.5 sq. ft. #100 0-25 marked with seven (7) foot steel t-bar fence posts driven twenty-four (24) inches in the ground 12" pipefittings 8.0 sq. R. #200 1-10 with top twenty-four (24) inches painted purple. Page 1 of 14 Page 2 of 14 Page 3 of 14 Page 4 of 14 PRESSURE URBAN IRRIGATION PRESSURE URBAN IRRIGATION PRESSURE URBAN IRRIGATION PRESSURE URBAN IRRIGATION SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS 5. DRAINS AND AIR RELEASE VALVES: 6.6 SEALING OPEN ENDS OF PIPE: d) LEAKAGE: Leakage shall be defined as the quantity of water necessary to restore the WET WELLS: Systems up to 50lip miminum vault size shall be sixty -inch (60") Where the system is installed in sections or will not immediately be connected to the specified test pressure at the end of the test period. No pipe installation will be accepted until diameter concrete sized to number of pumps keeping twenty (20) 5.1 DRAIN VALVES: Will be one and one-half inch (1 %") curb stop valve or NMID delivery point, the open end(s) ofthe system shall be capped prior to backfill. the leakage is less than the number of gallons per hour as determined by the following inches of clearance minimum from pump to wall and pump to pump. equivalent AW WA approved valve. formula. 50 hp or larger systems change the minimum vault size requirement is 6.7 STREET CROSSINGS: 72". Will have steel plate cover with access door twenty-five (25) 5.2 AIR RELEASE VALVE: One and one-half (1 %) inch 200 PSI rated and must extend All street crossings will be marked on each side with purple fiberglass stakes saying L = NE � P inches by twenty-five (25) inches minimum aligned with standard from the top of main line not the sides. pressure, irrigation present. 7400 manhole steps to bottom of well. Steps to be copolymer polypropylene coated one-half (1/2) inch ASTM A-615 grade sixty (60) steel to meet 5.3 DRAIN VAULT: Twenty (20) inch PVC vault with Ford X 43 cast iron frame 6.8 PROFESSIONAL ENGINEERING REQUIREMENT: in which or exceed ASTM 6-478, AASH to M-199 specifications. and 13 %" locking lid. Obliterate words "water meter" on Hd. Drain and air release Any short plat, plat or subdivision containing in excess of five (5) lots will be required to valves to be located in common area. have irrigation system designed and stamped by a professional engineer licensed in the L = allowable leakage in gallons per hour SCREENS: ALL systems musthave either a Clemens or First Street screen. State of Idaho. N = number ofjoints in the length of pipe tested 5.4 CONSTRUCTION: Drains, air release and blow -off are to be constructed in D = nominal diameter of pipe in inches CLEMANS SCREENS Intake screen structures will be concrete having twenty-five (25) inches conformance with the attached standard detail. Drain and air release shall be installed at LARGE LOT, INDIVIDUAL PARCELS ONE (1) ACRE AND LARGER: P = average test pressure during the leakage test in pounds per square inch clearance on each side and non -flag end of screen and six (6) inches the end of all pipelines serving more than three (3) service risers or as indicated by minimum between screen and floor. Overflow pipe invert will be six NMID. 7. GENERAL: All design, material and construction requirements for large lot irrigation Should any test of pipe laid disclose leakage greater than that allowed above, the Contractor shall, (6) inches above top of screen. Screens will have eighteen (18) mesh systems shall be the same as those for small lot irrigation systems with the at his own expense, locate and repair the defective joints or pipe until the leakage is within the stainless steel wire and scaled bearings on rotating assembly. 6. ADDITIONAL REQUIREMENTS: following exceptions: specified allowance. FIRST STREET 6.1 DELIVERY POINT: 7.1 SYSTEM CAPACITY: Design flow rates for pipe sizing shall be determined by PUMPS: All pumps to be high electrical efficient submersible or vertical WELDING SCREEN: Structures will be concrete having Twenty-five (25) inch clearance to The Nampa & Meridian Irrigation District (NMID) will designate the site within the NMID based on parcel sizes. The maximum design flow rate, regardless of lot size, shall turbines not to exceed 1800 Rpm unless stated otherwise by NMID and sides. Screens will have eighteen (18) mesh stainless steel wire. proposed subdivision, short subdivision, lot, tract, parcel or site for water delivery into be 8 glint per irrigable acre. Irrigable acreage shall be determined by NMID. controlled by ABB variable frequency drive. Any pump system 15 by the new system. Where NMID delivery facilities are located on the property being or larger shall be of vertical turbine type. Jockey pump to run clear OTHER SCREENS: Other types of rotating clear water screens will need to be approved in divided, piping shall be designed for delivery from that point. Whcrc NMID facilities do 8. TESTING: water screen continuously, minimum three (3) lip. controlled by its own writing on a cast -by rase basis. not exist on the property being divided, NMID will designate the delivery point based on VFD. Pumps are to be 3 phase unless otherwise approved. proximity to NMID facilities and ease of future delivery pipe installation. Connection of 8.1 HYDROSTATIC TESTS: Pressure and leakage tests shall be made on all newly laid pipe FLOW METER: All systems must have a magnetic type flow meter installed. the new distribution system to NMID facilities shall be completed by NMID crews at the or any valved section of it or both. NMID will monitor the tests as conducted by the MANIFOLDS: Must be built out of Schedule 40 pipe minimum landowrer's expense. A deposit equal to the estimated cost for making the connection Contractor. The contractor shall furnish all necessary assistance, equipment and material HARMONIC FILTERS: All systems must meet Idaho Code JEEE519 and must install harmonic must be paid to NMID before crews will perform the work. and shall make all taps in the pipe as required for the tests. The Contractor prior to FILTER SYSTEMS: All systems must have automatic self-cleaning suction scanningtype fill- when necessary. placement of final surface coverings shall test the finder wire for continuity. filter system installed. Screen to be 200 micron (i.e. Orival, VAF, 62 CROSS CONNECTS: Amisd). Any cross connects made to potable water supplies must meet the specifications of the When any section of pipe is provided with concrete thrust blocking, the pressure test shall not be made until entity providing the potable water. Sizing of backflow must meet the size of the demand. at least five (5) days have elapsed after the concrete thrust blocking is installed. If high -early cement is PUMP STATIONS: All pump stations to have enclosed building two (2) foot minimum No multiples at one location. When a cross -connection is installed a meter must be set used for the concrete thrust blocking, the time may be reduced to two (2) days. clearance between walls and pump manifolds and control boxes. Pump before acceptance. Must have a shut-off valve (AW W A approved - wedge type 2" nut) Station must have access through roof to remove pumps. Each side to between backflow assemblies and the main line. The pressure test shall be one hundred fifty (150) pounds per square inch. have minimum. twelve (12) by twelve (12) inch vent - one of which will have twelve (12) inch thermostat controlled exhaust fan. 6.3 ISOLATION VALVES: a) DURATION: The duration of each pressure test shall be a minimum of sixty (60) Isolation valves shall be located in common areas and two (2) feet from sidewalk off of urinates. "Self -curtained" pump systems must have prior management approval road side each time mainline crosses road or common area. All main lines are to be before acceptance. If acceptance is granted, system must have lighting, looped. b) EXPELLING AIR: Before applying the specified test pressure, all air shallbe expelled a 110v power outlet installed and have access to the wet wellfor from the pipe. cicaaing. 6.4 AS -CONSTRUCTED DRAWINGS: As -constructed drawings (detailing pipe location, service riser locations and types and c) PROCEDURE: Each valve section of pipe shall be slowly filled with water to replace LIGHTING: Fluorescent lighting - two (2) four (4) foot tubes with cold weather isolation valves) shall be provided to NVIID following construction. Drawings shall be any water lost. The specified test pressure, measured at the point of lowest elevation by a ballast. The pump station shall include at least one thirty (30) amp 110 provided on reproducible copy and shall be clean, neat, and legible along with a digitized gauge of at least two hundred fifty-five (255) psi measuring capability divided into two (2) psi V dual outlet power supply. drawing (CD). FINAL APPROVAL WELL NOT BE ISSUED UNTEL RECEIVED] increments shall be applied by means of a pump connected to the pipe in a satisfactory 6.5 INSPECTION: manner. The contractor or individual 'installing the facilities must contact the NMID inspector forty-eight (48) hours prior to beginning any work. All trenches shall be left open for inspection Monday through Thursday. Page 5 of 14 Page 6 of 14 Page 7 of 14 Page 8 of 14 W z a$ _ 00 Ev --91 _ DU o - _ -_- >�' QU 2 42 a r _- - C 4)i HQ a - d 4) N � d row a_s� m CONTACT DKBLM BEFOW DKiGM 1-800-M-M U Z O J J fn � O = C0 QU) D O - fn 0 Z Q WFn U _ Of W W 0 O Of } Q di W F 2 _ W ~ W U W Z O 01 a \0 sA E FoG/OFF 10813 d' 6-14-21 �O 9�SST� OF • co In a o - 3� 0 Sg Z 0 - a u, L6 LU a _- 0 Z o -- a fn C0 G Z Z r Z>m� w W Z 0 O m F /a U W W U V O a w aLL Of Of o y i-i JOB NUMBER: IDB2096 WDATE: 6-14-21 SHEET NUMBER: w fA tz tz W P1.3 w�1. r N W Z 0 H V r N Z 0 0 ce G W 0 CL �jQ�ERO)IANg-- APPROVED DATE: 04rzW2 f RE NUMBERraszn - FRONT VIEW NIT FOR FABRICATION PUMP STATION LAYOUT PRESSURE IRRIGATION PUMP STATION r� p PRECISIO�u PING SYSTEMS 6515 BUSINESS WAY BOISE, IDAHO 83716 208-323-5300 wmgoppsus DESIGN SPECIFICATIONS DESIGN FLOW RATE1 75 GPM 2 MINIMUM POWER1 P40 VOLT / MODEL # PRECISION PUMPING SYSTEMS TOM 3P3-530 ITEM NO DESCRIPTION 1 CONTROL PANEL 2 FILTER, VAF200, 300 MICRON SCREEN 3 FLOW METER/FLOW SWITCH 4 LEVEL SENSUR/FLOAT SWITCH CAP I PRESSURE DIFFERENTIAL GAUGE & RESSURE GAUGE ANK, PRESSURE RESSURE TRANSDUCER UMP, SUBMERSIBLE KID, BENT TAND, SUBMERSIBLE PUMP, FLANGED 'ALVE, AIR RELIEF, EVA 'ALVE, BUTTERFLY, GROOVE, LEVER 'ALVE, CHECK, SILENT 'ALVE, FILTER FLUSH 75 PSI 1 PHASE Size QT' 36'00'AG' 1 3' 1 112, 1 1 0-15 PSI 1 2-112, 1 2 Gal I I/4' I I 48x66 I 3' l 3' I 3' I 1-112, 1 0 AVAILABLE ACCESSORIES (SEE NOTE) A ENCLOSURE, MARINE GRADE ALUMINUM 48x66x48 1 B INSULATION / SOUND ATTENUATION C HEATER MOW 1 D -NMP INSERTION FLOW METER or -BADGER INSERTION FLOW SENSOR 1 E CW VALVE/1' INTAKE SCREEN SUPPLY LINE I F HIGH PRESSURE SWITCH G PRESSURE RELIEF VALVE 3/4' 1 H DROP PIPE, HDPE, FIELD CUT -TO -LENGTH 3' 1 U DROP PIPE, SS (6' & 12' EXTENSION 3' NOTE THIS DRAWING IS FOR REPRESENTATIONAL PURPOSES ONLY - SEE QUOTE OR SUBMITTAL SUMMARY FUR -PRICING -DESIGN PARAMETERS -COATINGS -MATERIALS OF CONSTRUCTION -INCLUDED EQUIPMENT, DEVICES AND ACCESSORIES UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES TOLERANCES ONE PLACE DECIMAD 10 TWO PLACE DECIMAD 0 1 R'NOT SCALE DRAWING � DATE, 2/24/2021 SUBMERSIBLE TURBINE PUMP STATION ATLAS S-SERIES 907 Final 1S-NJ-VAF-3 SIZE! B I SCALE! NTS SHEET I GF I SCOPE OF WORK Packaged Pump Station supplier shall provide a variable speed submersible turbine pump station complete with pump, piping, valves, sensors, variable frequency drive (VFD), programmable logic controller (PLC), UL 508A listed control panel, and all appurtenances necessary for a complete and functioning pumping system. The station shall be mounted to press brake formed steel base and enclosed in a powder -coated marine grade aluminum enclosure. The pump station shall be manufactured by a UL OCZJ certified pump station manufacturer. Technical Service and Support. The manufacturer shall provide access 24/7 phone support with a factory certified technician. The technician shall have access to all relevant data specific to the pump station, including specifications, submittal, shop drawings, programming, and detailed photos of the system. Factory Testing. The pump station shall undergo and pass all of the following system performance tests: Hydrostatic testing that meets ANSI/HI specifications and standards; Flow testing that meets ANSI/HI 14.6 specifications and standards; and Vibration testing that meets ANSI/HI 9.6.4 Vibration Measurement and Allowable Values specifications and standards. The pumping system shall be flow tested as a complete unit, which shall include function testing of pumps, motors, instrumentation, appurtenances, and control panel. The results of all tests shall be available to the owner. PRODUCTS Piping, Valves, Skid Base, & Station Enclosure. Piping. The station piping shall be standard wall pipe with grooved connections. Flanged or welded connections shall not be acceptable. Threaded connections between the main piping sections other than at the pump volute shall not be acceptable. Valves. Butterfly style isolation valves --with grooved connections --shall be included on station suction and discharge piping. Flanged or threaded connections shall not be accepted. A non -slam check valve shall be included on the discharge of each pump. An air release valve shall be included, located immediately after the pump check valve. Skid. The pump skid shall be made of 1/4" press broke A36 steel. No welded bases or open rail systems shall be acceptable. Corrosion Protection. The pump skid and appurtenances shall be cleaned to bare steel and coated with a baked on powder coating, all piping including elbows shall be coated inside and out. The pump station shall be pressure tested prior to coating. No welding shall be performed after the pump station is powder coated. Station Enclosure. The pump station enclosure shall be constructed of marine grade aluminum modular panels to allow access to all pumps and components by simply removing any panel. The entire front of the enclosure shall consist of hinged doors. The enclosure shall be powder coated. The roof of the enclosure shall be easily displaced and replaced by one person for the purpose of servicing the pump station. The station enclosure shall include a ventilation fan (or fans) appropriately sized to adequately cool the enclosed equipment. Automatic Filter: The pump station shall include an automatic screen filter. The filter shall use suction scanning devices to automatically remove debris from the filter element. The filter shall be VAF200 or approved equal. Control logic for filter flush shall be included as part of the main control panel PLC programming. Pump Control System NEMA Rating. The VFD, PLC, and associated electrical equipment shall be mounted in a NEMA 3R enclosure rated for indoor installation. To avoid potential water or rodent damage, VFD's mounted outside the main control panel are not acceptable. Control Panel Manufacturing & Testing. The pump control panel shall be manufactured and listed by a UL508A Panel Shop. The panel shall be UL labeled as an "Enclosed Industrial Control Panel". The pump control panel shall be completely manufactured, tested and programmed prior to delivery to the job site. Documentation. A color wiring schematic and pump nameplate information shall be permanently affixed to the inside of the control enclosure. All field terminal connections shall be numbered and labeled. Cooling System. The control panel cooling system shall be appropriately sized for the ambient conditions. The cooling system shall not allow dust, insects or rodents inside the pump control panel. Two sets of spare filters shall be included with the pumping system. Main Disconnect. A service -entrance rated, non -fused disconnect shall be mounted in the pump control panel and shall isolate all power to the control panel. The disconnect shall include an operating handle mounted on the control panel enclosure door that is mechanically interlocked to prevent entry while the disconnect is in the ON position. To prevent damage from vandalism, a disconnect external to the pump station enclosure shall not be accepted. Overcurrent Protection. The VFD bridge rectifiers shall be protected from over current by an appropriately sized circuit breaker. Fuses are not acceptable. Lightning & Surge Protection. The Pump Control Panel shall be equipped with transient voltage and surge arrestors. Convenience Outlet. The Pump Control Panel shall be equipped with duplex outlet. Variable Frequency Drive (VFD). The VFD shall be appropriately sized to meet the FLA (full load amps) required by the pump motor, as stated on the motor nameplate. The VFD shall be manufactured by ABB Industrial Systems, Mitsubishi, or approved equal. Initial start-up and calibration shall be performed by a factory certified technician, which shall extend the warranty on the control panel to a total of three (3) years. Programmable Logic Controller (PLC). The PLC shall be fully programmed prior to pump panel installation. The technician installing and programming the PLC is to be factory trained and certified by the PLC manufacturer. The PLC programming shall be non-proprietary, and the complete station programming shall be made available to the owner via a USB drive included with the station control panel. PLC Operator Interface. The PLC shall be equipped with a 5.7" LCD color touchscreen. The operator interface shall allow the user to make adjustments to the PLC program locally without requiring any additional equipment such as a laptop computer. A VFD control keypad is not an acceptable substitution for the digital operator interface. The PLC shall have an Ethernet port to enable remote access. PLC Control Functions: 1. User settable Local or Remote control. 2. System Pressure Setpoint 3. Pump Sleep Settings, with two threshold modes: Sleep by Flow or Sleep by Frequency 4. System Protection Settings, including fault and warning parameters for low flow, high flow, low pressure, high pressure, restart trials and restart delay time. 5. Load Factory Default Settings, User Saved Default Settings. 6. Pre -Programmed Start -Up Routines to limit and/or delay starting and acceleration of the um to eliminate excessive velocity and pump tY pressure. It shall also include initial start-up, mainline fill, power outage and automatic re -starts. PLC Monitoring Functions 1. Pump operating status, total pump run hours, motor frequency, motor amperage 2. System pressure, flow rate 3. Fault Log with time stamps and diagnostic utility. 4. Trend Data, with graphic display of system pressure, flow, motor frequency and amperage. Data shall be exportable to MS Excel. 5. USB port to upload, download of program, and data storage. Instrumentation. Pressure Gauges shall have a 304 stainless steel case, with bezel construction. Gauges shall have a 2.5" diameter and be liquid filled. Pressure Transmitter(s) shall be constructed of stainless steel and rated for the pump station discharge pressure. Flow Meter. The station shall include a solid state insertion flow meter. Current and totalized flow shall be read at the pump control panel HMI. Paddle type insertion sensors shall not be accepted. Pump Protection Shrouds Each pump and motor shall be completely encased in a slotted PVC well casing. Both ends of the shall be thoroughly sealed to ensure that no water can enter at either end. Water shall only enter the casing through precision laser cut slots, which will not allow debris larger than can be passed entirely through the pump. All water entering the casing shall pass over, and cool the motor, prior to entering the pump. � Z 4 a d INSTALL 2" FILTER FLUSH LINE ti 4 - PER PUMP STATION MFG.'S RECOMMENDATIONS - 2" 200 PSI POLY PIPE a I � Q INSTALL 1" INTAKE SCREEN SUPPLY LINE PER PUMP STATION MFG.'S r1, < RECOMMENDATIONS -1" DIA. 200 PSI POLY PIPE O 15 ( O O p CONNECT FLUSH LINE TO GIRR MH GI-133 THROUGH WALL OF MANHOLE 4 PROVIDE ISOLATION VALVE INSIDE OF PUMP ENCLOSURE INSTALL CLEMONS SELF-CLEANING CW200 TO C 4B" DIA. PUMP STATION MANHOLE PACKAGE PUMP STATION 4 � d 6" THICK 4000 PSI CONCRETE SLAB PLACED ON 6" THICKNESS OF 314"MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95 % MAX DRY DENSITY PER ASTM D1557. COMPACT SUBGRADE TO 95 % MAX DRY DENSITY PER ASTM D1557 TOP OF SLAB EL: 2571.88 INTAKE SCREEN (#18 MESH-1.00MM ) WITH CUSTOM 10" FLANGE AND SEALED BEARINGS a a n 1GI-C1 48" BOX 12GI —12GI — 12GI 4 _ a 4 �PIPE COUPLED WITH ERICKSON a FITTING FOR SCREEN REMOVAL 41. PI � 4" DUCTILE SPOOL VERTICAL RISER WITH UNIFLANGE STUBBED 4" ABOVE SLAB — ALIGN VERTICAL DUCTILE RISER PIPE WITH PUMP STATION DISCHARGE PIPE ° 4 AND CONNECT TO PUMP STATION USING DUCTILE IRON PIPE - TOP OF SLAB EL: 2571.88 CONNECT PI O PUMP STATION \ 4pl USING DUCTILE IRON PIPE 4 p INSTALL POWER SERVICE FROM 4 ~TRANSFORMER TO PUMP STATION 4p7 4pl 4 A rD \ _ _ PRIMARY POWER AND TRANSFORMER 4p7 4 BY IDAHO POWER \ NOTES: 1. IRRIGATION STRUCTURE BACKFILL MATERIALS AND COMPACTION SHALL MEET ° - \ STRUCTURAL FILL SPECIFICATIONS AS PER THE PROJECT GEOTECHNICAL REPORT. 2. SEE SHEET GIA, GI.2 & GI.3FOR PUMP STATION MANHOLE AND GRAVITY IRRIGATION ° - 4 STRUCTURE AND PIPE DETAILS. ° 4 d ° \ 3. CONTRACTOR SHALL PROVIDE A COMPLETE POWER SERVICE TO THE PUMP Q \ STATION. W z a=g" 00-_ - =x BLF Lu �N-da-Vogosa$ D.Z Q U = oe �o vE eu_og8�-o_ _�a `0 0 LL 2 Eat cu m o - U eaa d ID N 5 E v E# N a mwa_o� m CONTACT DIGLINE 48-HOURS BEFORE DIGGING 1-800-342-1585 z C J (n J � O = m QU) m — (� � Z Q W CI) O �w = C� O W p Or } Eu W Q � 2 H = r Of w w Z o 1 a. FyG� ASS\ONAL G\STE 1FF Q� 1 3 IP 6-14-21 �O -P 6s GER��Sp� CD in CD CD 0 C\I ED 0001 o ON a ❑ - �L Z 0 ps pN u w oa � rc w� Z �k O F Ei 0 �Op F N CL CL d Z 0 »m w Z > U v K G Q m Z 2 m ❑ 0aI } II• U K YN� ro U Z Q 0 w of a a a ❑ �www// w JOB NUMBER: — IDB2096 wDATE: 6-14-21 SHEET NUMBER: 7 6j N l PIA wIL APPROVED oaizsrzz NOTES: 1. PITLESS ADAPTER SHALL BE WATER SYSTEMS COUNCIL APPROVED. 2. THE ANNULAR SEAL AROUND THE CASING SHALL BE REPLACED FOLLOWING INSTALLATION. 3. 7.5-HP PUMP SHALL BE SET AT APPROXIMATELY 105 FEET BELOW PITLESS ADAPTER. 4. CHECK VALVE SHALL BE INSTALLED 21 FEET ABOVE 7.5-HP PUMP. 5. ELECTRICAL CABLE SHALL BE FIRMLY ATTACHED TO THE DROP PIPE AT EACH COUPLING W/STAINLESS STEEL STRAPS. 6. CONTRACTOR TO ENSURE WELL CASING EXTENDS A MINIMUM OF 12 INCHES ABOVE PROJECT COMPLETION FINISH GRADE. CONTRACTOR TO COORDINATE W/OWNER ON FINISH GRADE ELEVATION. 7. CONTRACTOR TO COORDINATE W/LANDSCAPE ARCHITECT ON DIRECTION OF BURIED DISCHARGE PIPING FROM WELL AND EXACT CONNECTION POINT TO IRRIGATION MAINLINE. IF WELL DISCHARGE PIPING IS COMPLETED PRIOR TO IRRIGATION MAINLINE INSTALLATION, MARK END OF PIPE W/ STAKE EXTENDING AT LEAST 2 FEET ABOVE GRADE. 8. THE IRRIGATION BOX SHALL BE A PRECAST CONCRETE BOX W/4" THICK WALLS. BOX SHALL BE A MINIMUM 4 FEET LONG BY 3 FEET WIDE. BOX SHALL HAVE A LIGHTWEIGHT, HINGED AND LOCKABLE STEEL LID. BOX WALLS SHALL BE NOTCHED SO THAT BOX DOES NOT REST ON PIPING. ADEQUATE DRAINAGE SHALL BE PROVIDED BY ADDING 12 INCHES OF WASHED DRAIN ROCK IN THE BOTTOM OF THE BOX. 9. BURIED PIPE AND FITTINGS SHALL BE SCH 40 TAPE -WRAPPED GALVANIZED STEEL OR DUCTILE IRON THROUGH THE IRRIGATION VALVE BOXES. PIPE WILL TRANSITION FO PVC DOWNSTREAM OF BOXES. PIPE SHALL HAVE A MINIMUM CENTERLINE BURY DEPTH OF 36". 10, WELL PUMP VFD WILL BE INSTALLED IN SURFACE WATER PACKAGED PUMP STATION CONTROL PANEL BY PUMP STATION MANUFACTURER. PUMP STATION MANUFACTURER WILL BE RESPONSIBLE FOR VFD AND PLC PROGRAMMING. WELL PUMP CONTRACTOR SHALL BE RESPONSIBLE FOR ELECTRICAL AND CONTROLS CONDUCTOR AND CONDUIT BETWEEN WELL AND PUMP CONTROL PANEL FOR WELL PUMP, PRESSURE TRANSDUCER, AND FLOW METER. CONDUIT THROUGH PUMP STATION SLAB BY OTHERS. 11. ALL ABOVE -GRADE CONDUIT SHALL BE GALVANIZED THREADED RIGID STEEL AND ALL BURIED CONDUIT SHALL BE SCHEDULE 40 PVC, BETWEEN THE WELL, TRANSDUCER, FLOW METER, AND THE PUMP CONTROL PANEL. 12. 1 " SOUNDER TUBE SHALL BE ATTACHED TO DROP PIPE WITH STAINLESS STEEL STRAPS EVERY 21 FEET. TERMINATE AT TOP OF PUMP. 4-INCH RESTRAINED 90-DEG ELBOW 4-INCH C900 OR IPS CLASS 200 PVC (BY OTHERS) 4" X 3" CONCENTRIC REDUCER (RESTRAINED) PUMP CONTROL PANEL (SEE NOTE 10) W CONNECT TO 4" PVC MAINLINE IF PRESENT OR CAP AND MARK ABOVE GRADE W/STAKE EXTENDING AT LEAST 2 FEET ABOVE GRADE, SEE NOTE 7 IRRIGATION BOX, SEE NOTE 8 (TYP OF 2) F 18" 3" TEE W/PLUG FOR SYSTEM BLOW-OUT 3" BRASS BALL VALVE OR GATE VALVE 2" BRASS BALL VALVE OR GATE VALVE (WELL FLUSH) 3" TEE 3/4"" BRASS BALL VALVE (DRAIN) 3'-0" X 4'-0" CONCRETE BOX (TYP OF 2) xx W I i W NOTE: SEE SITE CIVIL AND LANDSCAPE PLANS FOR WELL LOCATION AND POINT OF CONNECTION PLAN VIEW SCHEMATIC NOT TO SCALE GLYCERIN -FILLED PRESSURE GAUGE (0-160 PSI) AND PRESSURE TRANSDUCER WITH Y2" ISOLATION VALVE GAUGE SHALL BE READABLE FROM ABOVE. 15" MIN. a - 3" DIP OR TAPE WRAPPED GALVANIZED (TYP) GALVANIZED STEEL CONDUIT RISER POWER CABLE AND CONDUIT 5 3" MAGNETIC FLOW METER (BADGER M SERIES OR EQUAL), INSTALL SO DISPLAY FACES WIDE SIDE OF BOX 12" OF 3/4" DRAIN ROCK 2" PRESSURE RELIEF VALVE ON 3"x2" TEE (WATERMAN AA-6 OR EQUAL) POWER AND CONTROLS CONDUIT WELL (BY OTHERS) W W __o 5,_0„ ELECTRIC PUMP CABLE WATERTIGHT SANITARY VENTILATED WELL CAP; STEEL OR CAST IRON FINISHED GRADE AT MIN. 12" 2% SLOPE AWAY FROM WELL HEAD WELL SEAL 8" I.D. STEEL CASING 1" PVC SOUNDER LINE WELDED PITLESS ADAPTER (MAAS MODEL #8J3 OR EQUAL) 3" SCH 40 STEEL DROP PIPE 3" COLUMN CHECK VALVE, FLOWMATIC 80DI) 3ET AT 21' ABOVE PUMP BMERSIBLE PUMP AND MOTOR RUNDFOS 77S75-12, 7.5—HP, APPROVED EQUAL), VERIFY LTAGE WITH SURFACE WATER MP STATION SUPPLIER STAINLESS STEEL =LL SCREEN �a sB O. 09 p! 6 LL Q � .. Z d O V) eF 1/ BBssll U I �l � a c asE 8° W U- V o .01. y a Y g 8-=Aa � uU =5s CU Q ds �a .d r z "camg' $ CONTACT DK"E 48+IOIJR8 BEFOFE DKX*M 1-800-342-M5 z U O J (n J j O � = m U)o o (D - U) zz w wo O crW = Ug z f w 0 o of >_ w Q = _ — w w o o�c g1Ot4 F'o n ssts a OF AOY HAaC�. APPROVED 04125 /22 GENERAL NOTES: 1. CONSTRUCTION SHALL BE PER THE LATEST VERSION OF THE 'SP'WC, STANDARD SPECIF':CATIONS AND DRAWINGS, OR PROJECT PLANS/SPECIFICATIONS, WHICHEVER !S MORE STRINGENT. 2. CONTRACTOR SHALL=URNISH AND INSTALL EVERYTHING REQUIRED TO PROVIDE COMPLETE AND OPERABLE FACILITIES AS SHOWN HEREON. IF THERE IS AN OMISSION ON THE PLANS, SUCH OMISSION SHALL NOT BE CONSTRUED TO MEAN THAT THE CONTRACTOR IS NOT REQUIRED TO FURNISH OR PROV;DL EWER TILNG THAT IS NECESSARY TO PROVIDE COMPLETE AND OPERABLE FACILITIES. ANY CIiA.NGES i0 TF L 'DESIGN AS SHOWN IN THESE CONSTRUCTION DRAWINGS MUST BE REVIENJE'J AND` APPROVED BY 1HE ENGINEER BEECRE CHANGES ARE MADE. THIS INCLUDES CHANGES REQUESTED BY THE OWNER'S REPRESENTATIVE AND SUBCONTRACTORS. WELL PUMP SYSTEM DESIGN CRITERIA/ASSUMPTIONS AND CONSTRUCTION NOTES: 1. IRRIGATION WELL WILL BE: USED 70 'RR;GAIE Ur' TO 5 ACRES. 2. THE NEW WELL HAS NOT BEEN CONSTRUCTED OR TESTED. WELL PUMP SELECTION IS BASED ON AN ASSUMED NEL' SPECIFIC CAPACITY OF 10 GPM PER FOOT OF DRAWDOWN AND STATIC WATER LEVEL OF 10 FEET BGS. WELL PRELIMINARY DESIGN INCLUDES 8-'NCH L.D. STEEL. CASING .AND 8-iNCH STAINLESS STEEL. WELL SCREEN. TARGETED WATER -BEARING ZONE IS BETWEEN 200 AND 300 FEET. 3, IRRIGATION WELL FUME WILL SUPPLY FLOW 0= 75 GPM WHILE MAINTAINING A MINIMJM DISCHARGE PRESSURE OF 70 PSI, BOTH MEASURED ,RED AT THE WELL DISCHARGE,FINAL SELECTION MAY VARY FROM BELOW BASED ON FINAL YEL�_ OPERATING CONDITIONS. WELL PUMP WILL BE SUPPLEMENTA'_ TO SURFACE WATER PUMP STATION AND WILL OPERATE BASED ON SYSTEM PRESSURE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS, OTHER 4. - r R" 7 - H - r PUMA �G BE INCH G .,NCFOS 7 S+5 12 WIT.. NOMINAL 7.5 HP ACTOR OR APPROVED EQUAL. A' 75 GPM, TOTAL Q ' SURVEY MARKERS, STREET SIGNS, UTiL!71ES, ��RRGATION LINES, PAVEMENT, TREES, FENCES, AND ANY OTHER T z c.. DYNAMIC HEAD (TCFi) SF;ALL NO�, BE LESS THAN 2.,0 FEET. AT 50 GPM, TDH SHALL NOT BE LESS THAN 280 FEET. IMPORTANT OBJECTS ON OR ADJACENT TO THE JOB SITE AS DETERMINED BY THE OWNER'S REPRESENTA71'VE PEAK BOWL EFFICIENCY SHALL NOT BE LESS THAN 70%. MOTOR SHALL BE SUBMERSIBLE TYPE SUITABLE FOR USE 'WITH:, OR ENGINEER. A. VARIABLE FREQUENCY DRIVE. 5. CONTRACTOR SHALL CONTACT IDAHO DIG LINE (208) 342-1585 or 811 TO MARK AND IDENTIFY 5. PUMP AND MOTOR TO BE SET AT 105 FEET BELOW PITILESS ADAPTER ON NEW 3--INCH STEEL DROP PIPE IN INTERCHANGEABLE SECTIONS OF NOT MORE THAN 21 FEET WITH THREADED COUPLINGS. IF NECESSARY, APPROPRIATE UNDERGROUND UTILITIES PRIOR. TO EXCAVATION. FITTINGS SHALL BE PROVIDED TO CONNECT, PUMP DISCHARGE TO DROP PIPE. 6. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL EXCESS MATERIAL. 6. A 3-INCH FLOMATIC 80D1 (OR EQUAL) CHECK VALVE SHALL BE LOCATED APPROXIMATE!.Y 21 FFFT ABOVE THE TOP OF 7. ALL "OR EQUAL' ITEMS ARE SUBJECT TO REVIEW AND APPROVAL OF THE ENGINEER. THE PUMP. CHECK VALVE SHA!_!_ HAVE SUFFICIENT TENSILE STRENGTH TO SUPPORT FULL 'WEIGHT OF DROP PIPE AND WATER COLUMN ABOVE, AND DROP PIPE, PUMP, AND MOTOR BELOW. 8. CONTRACTOR SHALL_ PROVIDE, MAINTAIN, AND BE RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL 7. WELD -ON PITILESS ADAPTER TO BE INSTALLED MAASS S.J3 OR EQUAL` FOR CONNECTION BETWEEN '-INCH DROP PIPE STRUCTURES AND PRACTICES .AND MEET THE REQUIREMENTS OF ANY AGENCY HAVING JURISDICTION. IF REQUIRED, AN ESC PERMIT WILL BE OBTAINED BY THE CONTRACTOR. AND 3-INCH DISCHARGE PIPING. ADAPTER SHALL HAVE SUFFICIENT STRENGTHTO SUPPORT DROP PIPE, WATER COLUMN, PUMP, AND MOTOR BE' -OW. 9. CONTRACTOR TO OBTAIN ALL. APPLICABLE PERMITS. 8. CONTRACTOR TO SUPPLY WATERTIGHT, 'VENTED SANITARY WELL 'CAP EQUIPPED NITH CABLE CONDUIT. 10. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET 0= "RED -LINED" RECORD 9. ALL VALVES AND APPURTENANCES ON DISCHARGE PIPING ARE TO BE INSTALLED AS SHOWN ON SHEET PI.S, SUBMITTALS DRAWINGS TO THE ENGINEER, FOR EACH COMPONENT SHALL BE PROVIDED AND APPROVED BY ENGINEER PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH TIHE 'OWNER AND/OR THEIR REPRESENTATIVE PRIOR TO, 10. ANY MISCELLANEOUS FITTINGS NECESSA.R" FOR SPECIFIC CONNECTION BETWEEN ANY TWO WELL PUMP SYSTEM DURING, AND AT THE COMPLETION OF CONSTRUCTION ACTIVITY. COMPONENTS SHALL BE. PROVIDED BY THE. CONTRACTOR. 12, F WITHIN ONE (1) YEAR FROM THE DATE OF COMPLETION, THE PUMP SYSTEM AND ALL APPURTENANCES OR 11. DISCHARGE PIU,NG SHALL. BE EQUIPPED WITH PRESSURE TRANSDUCER FOR SENSING DISCHARGE PRESSURE AND FLOW ANY PART THEREOF INSTALLED AS NEW SHALL PROVE TO BE DEFECTVE IN INSTALLATION, MATERIAL, OR METER FOR SENSING FLOW RATE. INSTRUMENTAIION SHA'A, HE ACCURATE. TO WITHIN 1% OVER OPERATING RANGt. 4-20 WORKMANSHIP THE CONTRACTOR SHALL WARRANT REPLACEMENT OR REPAIR TO THE SATISFACTION OF THE mA OU'PUT FROM TRANSDUCER AND MEIF.R TO PUMP CONTROL PANEL. SHALL BE. PROVIDED. OWNER AT NO EXPENSE TO THE OWNER. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTOR AND CONDUIT FOR PUMP, PRESSURE TRANSDUCER, AND FLOW 13. THE LOCATIONS OF EXISTING UNDERGROUND UTILT'ES ARE SHOWN AS AN APPROXIMATE LOCATION ONLY. THE METER FROM WELL TO PUMP CONTROL PANEL. PUMP CONTROL PANEL, ELECTRICAL SERVICE, AND ASSOCIATED 'WIRING CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXI`_;TING UTILITIES 8EF0 RE COMMENCING WORK. THE WILL BE SUPPLIED BY OTHERS. VARIABLE FREQUENCY DRIVE, PROGRAMMABLE LOGIC CONTROLLER, AND OTHER CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY ELECTRICAL CONTROLS TO BE PROVIDED BY OTHERS. IRRIGATION SYSTEM PROGRAMMING TO BE PROVIDED BY O-HERS. THEIR FAILURE TO EXACT_`' LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE vv TH THE OWNER TO LOCATE KNOWN IRRIGATION AND UTILITY IMPROVEMENTS PRIOR TO 3. CONTRACTOR TO VERIFY ELECTRICAL SERVICE TYPE (VOLTAGE, PHASES, ETC.) WITH SURFACE WATER PUMP STATION CONSTRUCTION. PROVIDER. r � r - r TYPES CONIRA..TOR SHALL VER.FY EXISTING LO...ATIONS, tLt`JA11�N�, AND MATERIAL T.PLS �, ALL J1ILITIES AND FEATURES WHERE PROPOSED IMPROVEMENTS CONNECT. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. '4. PUMP CABLE IN THE WELL SHALL BE INSTALLED FROM MOTOR TERMINALS TO TOP OF WELL CASING PLUS 10 FEET AT THE SURFACE TO PROVIDE FOR PULLING AND INSTALLATION. CABLE SHALL CONSIST OF CONDUCTORS IN 15. THE CONTRACTOR Si-iAl.l.. PROVIDE THE PROJECT ENGINEER 'v1'iTH A MINIMUM 48-+iOiJR NOTICE PRIOR TO REQUIRED SINGLE --JACKETED ASSEMBLY WITH INSULATION SUITABLE FOR CONTINUOUS IMMERSION �JITIi WATER AND OIL RESISTANCE. " - INSPECTIONS, THE CONTRACTOR SHALL VERIFY INSPLCTTON REQUIREMENTS WITH. THE OWNER AND THE ENGINEER. CABLE SHALL BE SIZED TO LIMIT VOLTAGE DROP TO LESS THAN 5% AT MOTOR TERMINALS. 16, ALL CONTRACTORS WORKING 'WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE -OR COMPLIANCE WITH ALL 15. CONTRACTOR TO FIELD- VERIFY ALL LLNGTHS AND MEASUREMENTS FOR DETERMINATION OF MATERIAL AMOUNTS. APPLICABLE SAFETY LAWS OF ANY JURISDiC'.IONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC W1TH!N AND AROUND THE CONSTRUCTION AREA, i6. CONTRACTOR SHALL PROVIDE COPIES OF MANUFACTURER'S WARRANTIES AND MATERIAL D0CUMENTA1,01N FOR All I. CONTRACTOR-INS1ALLED COMPONENTS. 17. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DE -WATER ALL UTIL TY TRENCHES DURING CONSTRUCTION. GROUNDWATER SHALL BE KEPT BELOW THE BOTTOM OF TRENCHES DURING INSTALLATION AND 17. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL_ CLEAN THE CONSTRUCTION .AREA AND RESTORE IT AS NEAR AS TESTING OF ALL UTILITIES. POSSIBLE TO PRE -WORKING CONDITIONS. 18. THE CONTRACTOR'S BID' SHALL INCLUDE ALL COSTS REQUIRED FOR PERMITTING AND 80NDING THE REQUIRED IMPROVEMLN 1S. 19. USE CLASS 3-2 BEDD'NG SYSTEM (SAND) AND TYPE C (LANDSCAPE) TRENCH BACKF!LL AND COMPACTION PRACTICES PER I.S.P.W.C. SECTIONS 305 AND 306. 20. CONTRACTOR SHALT_ BE RESPONSIBLE FOR .ALL COSTS ASSOCIATED WITH THE REQUIRED PIPELINE TESTING. AEI_ TESTING SHALL BE IN ACCORDANCE WITH THE PRESSURE TESTING REQUIREMENTS INCLUDED IN SECTION 401 OF THE ISPWC (105 PSI), THE ENGINEER MUST BE PRESENT FOR THE TESTING AND REQUIRES 24 HOURS NOTICE. �a sB O O. LL F >? ! 6 l.Ll W] P J s pty Q.. .. U) CLO N i U a IMgg f a c bsgE 8.2 W LL V FF d.. 2 e r u S a a a 8 y c . Vcu t5ss� o m • r c � $ B C CONTACT DK"E 48+I011 BEFOFE DKK*M 1-800-342-M5 z U O J (n J j O � = m o U)o cD - U zzz W w o O crw = Ug w O O of >_ w Q = _ - w 1 G 1 g 0KA1 C fM l f S 0 1 ssi.s • cA. 4tE OF 1 �lAOY H� • r. l 8 z zF J z 0 w ccz >x z W a � r _ a :OEl N1,me ER aAIL ),,I NIDB2096 W A/ FEET NUMBER L P1.6 APPROVED DAM. 04i 5/22 FILE NUMBER: rasaoa I _ ---- F------ L I III I I � I �I 5-2 4-2 I III I I I I , I III I I 4 - _ 2 STREET LIGHT #54831C aW- N:718416.9894 E:2450147.2715 - TYPE 2 LED FIXTURE S2 25-FOOT POLE 4PI 4PI 2 1 STREET LIGHT �y #54832C N:718499.4880 \y< E:2450275.7748 1-2 \ 3-2 TYPE-2 LED FIXTURE J \ 25-FOOT POLE u III I I i J 7 I 2-3 1 I I I IaL------------- I I I1 3-3 CI ICI I 1 ------------ 1 I I 4-3 I I I J- - - - - - - - - - - r---- - - - - --- I I � 1 5-3 1 1 17 I I ---- ---- --- Idl I 1 6-3 lu 1 r - - - - - - - - - - - - - - M I d �I I 7-3 Z n 4PI 4PI J 411 - - - - - - - - - - - - - - I I ❑ 8-3 : •' lal I 1 J-------------- N 9-3 — — — — — — — — — — — — - N N la l 10-3 1 ... r- - - - - - - - - - - - N -I I � - I - - J — — — — N 1 12-3 I 1 L------------- 14 3 E\ W W000 \ IR e 2-63-6 \ \ E \ \ 4-6 \ \ \ \ \\ \ .16' _ 4PI 4PI Y 5-6 6-6 STREET LIGHT 2 #54833C zr N:718201.4076 E:2450216.3046 I I m TYPE-2 LED FIXTURE ` � 1 25-FOOTP L__ 8h �-- 4PI 4PI 1-5 J J 10-5 \ I I Ip11 � -------------JI r---------- ---- 2-5 a 9-5 1 Jill I 1 --------------� -------------- - - - - - - - - - - - - - - -------------- I 1 3-5 I I C I 8-5 I I ' I L- - - - - - - - - - - -------- --- - - - - --- 4-5 1 7-5 _ I - STREET LIGHT OI - - - - - - #54835C 2 STREET LIGHT - - N:717944.2756 #54836C - - - - - E:2450216.8232 N:717934.2653 TYPE-2 LED FIXTURE E: 2450391.5632 J --.25-FOOT POLE TYPE-2 LED FIXTURE 25-FOOT POLE --- 8W -r 8W 8W 8W 8W W. SANTIAGO ST. .c.: w.I. al.•; aw �aN�1, 8W� W. HOMESTAKE ST. $�\ � 1D. 1$2SD a x z z 9;J�'STREETLIGHT 2 #54834C 9. N: 718167.6522 14 E: 2450436.3733 TYPE-2 LED FIXTURE -�_-�- N _Z 6s.os' oceNls 2G _ 25-FOOT POLE 12GI------12GI W 1 � aPl 4PI NI \ �I 7-6 III - - - - - - - - - - - - - - J� I� 9-6 - --------------I I I 1 10-6 �- .'I I 1- I I _---- I I INN I I I 12-6 \ - - - - - - - - - - - - - 1 n 7TYPE-1 LED STREET LIGHT 1 #54829C - - - - - - - j 30' DAVIT POLE PER T4 j j a1 N:717767.9300 i E: 2450302.7566 15-3 16-3 17-3 1 1 - TYPE-1 LED STREET LIGHT 108-3 19-3 20-3 21-3 22-3 1 TYPE-1 LED STREET LIGHT 3-4 • l a l i 1 #54828C I I 30' DAVIT POLE PER T4 #54830C a1 I I I IN: 717772.1692 I I I I 1 I I I 30' DAVIT POLE PER T4 I I 1 E:2450102.6872 j N:717763.4334 E:2450502.7111 j E_-___ __ ___ 23-3 - _ - 4PI 4PI PI 4PI 4PI _________ ;` 1-4 - - Legend �❑ TYPE-1 LIGHT, 30' DAVIT POLE, LUMINAIRE, AND l JUNCTION BOX 7=7 TYPE-2 LIGHT POLE, LUMINAIRE, AND JUNCTION BOX City of Meridian Street Light Notes 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZEN PORTAL. M ERI DIAN CITY.ORGICITIZE NACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. Keyed Notes O 1. TYPE-1 LED STREET LIGHT, WITH 30-FOOT DAVIT POLE, AND APPURTENANT ITEMS PER CITY OF MERIDIAN STANDARDS. 2. TYPE-2 LED STREET LIGHT, POLE AND APPURTENANT ITEMS PER CITY OF MERIDIAN STANDARDS. N rn STREET LIGHT PLAN 0 4o ao FEET w z 00 - LL F iY U) IL IL U - S t o a c 0 LL U w IL toa, - c _ 0 0 L) Q m d d = c a LLu �z CONTACT Dill 48-HOURS BEFORE DKVG 1-800--342-1585 z J 0 J U) � co = 00 U) ❑ ) z Q w U) (] Ofw z0 O W 0 Of Q � 2 _ W w w w ~ z o 0 a FNG� ASS\ONAI G\ ST y�F 3 Jj 6-14-21 �o 9TF 9p OF SS K ER\��S • a ' ❑ z ❑ Li H p " 6u w e wg Lz z � w JIB 0 > m m w Z Q Q m zm$ F w N 3, N m `�" J w a 0 � z w'p w waw F a a ❑ = JOB NUMBER: J 1 DZ;96 F DATE: 6-14-21 SHEET NUMBER. J W w N SLA w w _ �`iWT_, APPROVEEDDD ChM, �22 IUNI WRF 1asa"a Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans the District does not relieve the Registered E t responsibilities. BY DATE 06/15/2021 ADA COUNTY HIGHWAY DISTRICT UB 4PI 4P1� f F-r --- -_T,I 1 9 9 �$ T.4 1 1 I .1-21 1 1 4-2 1 1 2-2 '1-2 1 3_2 I 1 I \ II III III I I I I I I I I III C I I I I I I I I III III I 1 �' 4 Jv; \ 1 / 1-1 / 1 1 BW v S 59 B — — — `� \ \\ \ \ \ 2-6 A A \ \ \ \ 4-6 - - - - - - - - - - - - - T _ 2-3 CBU #1 a --- '16UNIT) CBU #2 1 r- - - - (16 UNIT) 3-3 CBU #3'1 T a (16 UNIT)ic — — — — — — — — ----,, c 4PI 4PI L k ,I', 1 l a 1 4-3 ❑ t t: 'TC 'T r-----� r-----� I I L-------- 1 TTT 1 r------------- 6_6 5_g 1 c: it � l a 5-3 l 1 J 1 1 N L--- 6-3 - - - J 1 w 1 L------------ r Q ® 8W 8W 8w w 1 - r W _ _ _ - - _ _ _ _ - - M _ _ W. HOMESTAKE T. d — — — a l 7-3 1 'T n 1 0 12SD ❑ 8h 4PI --- --4PI .� 4PI 4PI — — — — — — — — — — 1 1 ❑ // 1-5 10-5 8-3 C al-------------J — — — — — — — — — — — - - --------------- 2-5 9-3 '. 1 p 1 9-5 a l 1 :. I 1 — — — — — — — — — — — — — — — — — — — — — — — ---- ---- f r------ > I ---- H 3-5 = la 1 10-3 a. a-5 1 1 L - - - - -------J z J r - - - - - - - -------- 1 --- —_-- � a 1 11-3 4-5 7-5 -------------- J L -------------- - - - - - - -------------- - - ---------------------------- 12-3 �.` \ C 5-5 1 1 6-5 J 1 L — — — — — — — — — — E E — 13 3 .'8W-r8w �8w w— ew e E i a � s W. SANTIAGO ST. - — ❑ o � s1�— ��— sa 14 3 I I la III III III II III III 1 I I I I I I I I I I I 1 la I 15-3 16-3 17-3 18-3 19-3 20-3 21-3 I I I I I I I I I I I I I I 1 al I I I I I I I I I I I I I I-1 I I I I I I I I I I I I I I I 4PI- 23-3 W. USTICK RD. I I I A- • 1a 36" • wv=z5sss3' No or %� covcREo vn,N oceRis 12G1 12G1 12G1_ - 9 1 _ aPl aPl -----------� _ 1 NI \ 7-6 — — — — — — — — — — — — — — 1 I I �I 8-6 i r--------------- I 9-6 — " I I — — — — — — — — — — — — — — I 10-6 �- .'I I I- I I i _ -- _ _---- I I I� 1 I I I� U I 12-6 — \ 11 ; 8w aw— I H��) — — A 44 1 II I I 1 I I I I III 1 2-4 3-4 I I I I I I I I I I III I i I I I I I III I I 1 I I 4PI 4PI NO SEE PLAN FOR SIGN DIRECTIONAL ARROW REQUIREMENTS PARKINGSTANDARD FIRE REGULATORY SIGN PER MUTCD REFLECTIVE .080 ALUM. WITH RED LANE LETTERS ON WHITE REFLECTIVE BACKGROUND 2" x 2"x 3116" SQUARE GALVANIZED STEEL TUBE (SILVER) FINISH GRADE 12" DIA. CONCRETE FOOTING (3,000 PSI) ___2' X 2" XJ" STEEL PLATES WELDED TO POST NOTES: 1. SIGNS AND SIGN INSTALLATION SHALL BE PERFORMED IN ACCORDANCE WITH MUTCD STANDARDS. 2. SIGNS SHALL BE MOUNTED TO STEEL POST WITH CADMIUM PLATED BOLTS, NUTS, AND WASHERS. NO PARKING — FIRE LANE SIGN Signs OA TYPE -III ROADWAY TERMINUS BARRICADE O_Q_9_ TYPE -II SIDEWALK TERMINUS BARRICADE OSTREET NAME STREET SIGN PER ACHD STDS. OSTOP SIGN - 30" X 30" R1-1 O NO E PARKING NO PARKING FIRE LANE SIGN (BOTH DIRECTIONS) FIRE SEE DETAIL 1/S L.2 LANE 1. SIGN INSTALLATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWING NO. 1130, THE MUTCD., AND ACHD STANDARDS. 2. THE BOTTOM HEIGHT OF SIGNS SHALL BE 7.0' IN HEIGHT, MEASURED FROM THE ADJACENT TRAVEL SURFACE, SIDEWALK OR CURB AS APPLICABLE. 3. STREET SIGNS AND BARRICADES WILL BE INSTALLED BY ACHD AND PAID FOR BY THE DEVELOPER. CONTRACTOR SHALL COORDINATE THE WORK. 4. TYPE -II SIDEWALK TERMINUS BARRICADE SHALL BE PROVIDED PER ACHD STANDARDS. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM W/6" WIDE RETRO-REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS ARE NOT ALLOWED BARRICADE MUST HAVE A KICK PLATE AT THE BOTTOM TO PROVIDE CANE DETECTION. 5. TYPE -III ROADWAY TERMINUS BARRICADE SHALL BE PROVIDED PER ACHD STANDARDS AND INCLUDE A SIGN THAT STATES "STREET TO BE EXTENDED IN THE FUTURE". Legend —9_ + STREET SIGN TYPE -III ROADWAY TERMINUS BARRICADE .22 TYPE -II SIDEWALK TERMINUS BARRICADE Keyed Notes O 1. DEVELOPER PROVIDED CLUSTER MAILBOX (16 UNIT). SALSBURY REGENCY DECORATIVE CBU- 16 (BRONZE - MODEL # 3316R-BRZ-U). CONTRACTOR SHALL PROVIDE CONCRETE PAD AND INSTALL CBU PER MANUFACTURER'S REQUIREMENTS. CONCRETE PAD SHALL BE 4' DEEP BY 6' WIDE AND 5-INCHES THICK CONCRETE WITH 6" THICKNESS OF 2" CRUSHED AGGREGATE BASE COMPACTED TO 95 MAX. DRY DENSITY PER ASTM A698. PROVIDE KEYS TO DEVELOPER. CONTRACTOR SHALL VERIFY THE FINAL MAILBOX LOCATION WITH DEVELOPER PRIOR TO PLACEMENT OF CONCRETE PAD. 2. REMOVE EXISTING TYPE -II BARRICADE. 3. REMOVE EXISTING TYPE -III BARRICADE. IV rn SIGNAGE + MAILBOX PLAN 0 40 80 FEET O- Z o 00 Ixy IL Q L) E 3 a � , 0 0 LL C1 0 01 N 0 o U O U Q w 3 FL CONTACT DKNLJNE 48-HOURS BEFORE DKXMG 1-800-342-1585 J Z O J (n � = m QIn 0 Z Q w 0 Q O OfW = L) W O Q W � 2 = r H- W W w w ~ z o a FyG� �Sg�ONAL yFF Q� ��G\ST 3 Jj. 6-14-21 ,20 9pSST� OF RD�Sp� • cli a ❑ - 0 TO, a 6 a u (5 > T cw9 m w Z > U a Z ao O Q m 2 ❑ tOii °Do M W E_w Y N ro U K U `... z J 0 W wa Qa a ❑ JOBNUMBER: IDB2096 WDATE: 6-14-21 SHEETNUMBER: a 6i Z N SL.2 w APPROVED 0412s 22 _..vna,a cos zoo oo, 5-KF I-SM 15-GB 6-K 5-GB 1 -S MATCHLINE L2 I - = 1 /� � SOMEONE00 RROR' s 1-5 MATCI LINE L1 1 _ 10-5 8-6 8-3 I� — - u EXISTING FENCE (TYP) - - o- — — — — — — \LU on - 9-3 I x >` 2-5 I I� 9-5 I i 9-6 LU 6SOLID VINYL -PERIMETER FENCE 5EE DTL 4, SHT L3 (TYP) CV 110, I I Z o, 3-5 IT1 8-5 z 10-6 0,11 10-3 I I � c 1 'ti - - - - 5 - - - - ,x, _ I 6' SOLID VINYL PERIMETER FENCE 5EE DTL 4, SHT L3 TYPT — — — D o- � z I ID 11-3 4-5 1 7-5 11-6 I I I I 5 6' VINYL LATTICE s TOP FENCE ADJAGENT - - - - - - - - - - TO GOMMON AREAS o- s Z VISIONcl SEE DTL 5, SHT L3 (TYP). x TRIANGLE 12-3 5-5 6-5 (TYP)12-6 GONNEGTION \ -GPI PATHWAY (TYP)El - - - - 8W 8W 8W -� W. SANTIA 0 ST. i TRA5H (�,ANS - - I I I III I III I EI 1 LU I I I I 1 Q 15-3 1 6-3 17-3 18-3 19-3 20-3 21 -3 22-3 1 1-- 6SOLID VINY � 2-4 3-4 DTI d I I I PERIMETER FE GE SEE DTL 4, 5HT L3 (TYP) LAND5CAPE Z 1-H6 I 1 2-FY �I BUFFER(TYP&-KF 3-GB 1-H6 I-Ht 3-PIS I-H6 1-H6 I-NS I-H6 2-GB 41 u� _ - B 31-cp 3-GB 3-GB 3-PS 31 2-GB 7-KF I-HG - 2-FY 4 Pi -3��54 - 3- FI 2-FY s 4- 7 A I-NS s 3 3-GB NS s 6-5M 2-F Y 5_ �G 5-SM 7-GB 3-GB ri - s - 5 4 - 6'ZG s 3-RS I-PF 2-GP -GRl-PF 2-GP - - 4-GR F. 4 GR 2-GP _ - -- SOD LAWN (TYP}-PF 4-GP I-PF - - - - —-PF W. USTICK RD.1 EOM MENT LAI 7 5CHrzr%Lrz (REFERENCE SHT 1-3) SYM GOMMON NAME EVERGREEN TREES NS COLUMNAR NORWAY SPRUCE VP VANDERWOLFS PINE WW WEEPING WHITE SPRUCE SHADE TREE5 (GLASS III) RO NORTHERN RED OAK 5HADE/5TREET TREES (GLA55 11) HL SKYLINE HONEYLOGUST ORNAMENTAL TREE5 (GLASS 1) AM FLAME AMUR MAPLE GP CHANTICLEER PEAR PF PRAIRIFIRE GRABAPPLE 5HRUB5/0RNAMENTAL 6RA55E5/PERENNIALS GB CRIMSON RUBY BARBERRY GR RED FLOWER CARPET ROSE FY SHOWOFF FORSYTHIA H6 HENRY'S GARNET SWEETSPIRE KF KARL FOERSTER GRASS RS RUS51AN SAGE SM SLOWMOUND MU60 PINE SW SUMMERWINE NINEBARK ZG ZABREO GOREOPSIS SOD SEEDED LAWN WW.W UNMOWN GRASS 6SOLID VINYL FENCE �• ALON6 PERIMETER PROPERTY LINES (TYP). 5EE DTL 4, SHT L3. 6' VINYL LATTICE TOP FENCE X X ADJACENT TO COMMON AREAS. (TYP). SEE DTL 5, SHT L3. EXISTING FENCE Cj$O (TYP) N®7 I. REFER TO SHEET L3 FOR PLANT SCHEDULE, LANDSCAPE NOTES, LANDSCAPE 4 FENGIN6 DETAILS, AND CALCULATIONS. 2. REFER TO SHEET L4 FOR ALL LANDSCAPE AND PERFORMANCE IRRIGATION SPECIFICATION REQUIREMENTS. NORTH 0' 30' 60' 90, 5GALE 1" = 30' OWNER ENC71 NEER HAYDEN HOMES IDAHO, LLC ERICKSON CIVIL, INC. C.0 ERIC SCHECK ROSS ERICKSON, P.E. 1406 N MAIN ST. 6213 N CLOVERDALE RD, STE 125 MERIDIAN, IDAHO 83642 BOISE, IDAHO 83712 KEY MAP Issue Description Date ISSUE 2-17-21 SEEPAGE BED REV. 5-4-21 %Aptl01' 11111 \ ,��``` ■��.iir lAAA\AR JENSENTBELTS ASSOCIATES Site Planning Landscape Architecture 1509 Tyrell Lane, Ste 130 Boise, Idaho 83706 Ph. (208) 343-7175 www.jensenbelts.com V Z Z V/ Z a. Op =Q U� �Cl) > Q as 0 J OLLJ oo a. W Cn Z 1 LL W H Job Number 2077 F ;,Checked KCS S SHOWN Sheet Title LANDSCAPE PLAN Sheet Number Ll 1 of 4 Sheets APPROVED 0412522 _..vna,a �o"zap oo, 12" 4 4P1 4PI 4PI� N V RETAIN 8 PROTECT EXI5TIN6 VE 6ETATION 4-GR o (TYP) 3-R5 \ W• W" I W` W' W \ z W W 00 5 2 4-2 3-2 2-2 I- HL �.L A\ 3-GR # \ It �0 o- q- p � II �— �d H w � 8W 8W SEEDED UNMOWN � n ' 2-FY W\ W W .. W 6RA55 (TYP) �/ ATION. SEE o — - �� �1�� I�TL 6, SHT L3 I-5W 8S 2-R5 \ ISION \ 4-FY W EXISTING TREES TO REMOVED - - - _IANGL \ 2-6 1 ®. SEE NOTE #q AND N o (TYP) \ \ "\� ` W W LANDSCAPE CALCULATIONS. N 3-Z \ ® \W 5HT L3 (TYP) SOP 2 -KF z� 2 -SM \ I-NS .. W \ - )=AWt� 3-FY - - 6-G x I-HL 3- 6 J 3-FY (TYP) 3-Z " I -SW 6' INYL LATTICE TQP FENCE c / • _ _ _ _ 4-6 AD AGENT TO COMMON 2-R5 W W W . W's• = , N A AS SEE DTL 5, 5k L3 1-5yy ; (TYPt1. 4-RS I-N5 - s - - 1 2-RS 2-R5 2 Z a 1 2-WW 4-GR 4--GPF -KF -GP S5 2-FYRY '® 3 5-HG 2-3 I-5M I -AM GE3 � N 2-5W 1-5 p 3-FY 4-RR Z 3-GR 4-GR -CLUSTER\W • . \ MAIL w 3-3 PAD BOX +� I-RO \ CONNECTION 1 PATHWAYS TO lG IRO - t NEIGHBORING OD I -AM �?� • Wie PATHWAY SYSTEM / LAWN (TYP) PLAYGROUND 4 3 GP SEATING AREA x 8- 3 RS -H6 W W91, EX15Q TREES TO REMAIN 4-3 1-VP 4 GR-VP �1os' AS PO5' 51BLE ADJACENT TO 2_51y 3 H6 I -SW �, . DIT H TILE. AREA TO BE 3-RS 8-Z y s� W U ER SEEDED W/ UNMOWN 4-GR 3-R5e GRASS FOR MINIMAL + 3-FY 515— W • DISTURBANCE (TYP) V �I-H17 b l CAR oe -6 5-6 -6 5-3 ;9e EXISTING FENCE 3- W W9e• W W W W.. (TYP) Sella --3-R5 LAW CD (TY I - W + W W SEED DW.W. 6-3.. \ Q W"W�yrovar�Is .".`' z "w.W.= W�i� - - Wy -- -- (4-Y ZID \ I-RO -8W- -80-\` 8W �8W \ l_cbI FY 44R5 - - - - - W. HO STAKE ST.sri 6-GR I-sW x - 5-ZG 7 - 6 -R5 7-3 I 0 MATCHLINE L2- 4� 4P - - - - MATCHLINE L1 I _ LAI 7 5CHrzr%Lrz (REFERENCE SHT L3) SYM GOMMON NAME EVERGREEN TREES NS COLUMNAR NORWAY SPRUCE VP VANDERWOLFS PINE WW WEEPING WHITE SPRUCE SHADE TREES (GLASS III) RO NORTHERN RED OAK SHADE/STREET TREES (GLASS II) HL SKYLINE HONEYLOGUST ORNAMENTAL TREES (GLASS U AM FLAME AMUR MAPLE GP CHANTICLEER PEAR PF PRAIRIFIRE GRABAPPLE SHRUBS/ORNAMENTAL 6RA55E5/PERENNIALS GB CRIMSON RUBY BARBERRY GR RED FLOWER CARPET ROSE FY SHOWOFF FORSYTHIA H6 HENRY'S GARNET SWEETSPIRE KF KARL FOERSTER GRASS RS RUS51AN SAGE SM SLOWMOUND MU&O PINE SW SUMMERWINE NINEBARK ZG ZABREO GOREOPSIS F-1 SOD SEEDED LAWN WW.W UNMOWN GRASS 6SOLID VINYL FENCE �• ALON6 PERIMETER PROPERTY LINES (TYP). SEE DTL 4, SHT L3. 6' VINYL LATTICE TOP FENCE X X ADJAGENT TO COMMON AREAS. (TYP). SEE DTL 5, SHT L3. EXISTING FENCE Cj$O (TYP) I 0 7 I. REFER TO SHEET L3 FOR PLANT SCHEDULE, LANDSCAPE NOTES, LANDSCAPE 4 FENGIN6 DETAILS, AND CALCULATIONS. 2. REFER TO SHEET L4 FOR ALL LANDSCAPE AND PERFORMANCE IRRIGATION SPECIFICATION REQUIREMENTS. NORTH 0' 30' 60' 90, SCALE 1" = 30' OWNER ENC71 NEER HAYDEN HOMES IDAHO, LLC C.0 ERIC SCHECK 1406 N MAIN ST. MERIDIAN, IDAHO 83642 ERICKSON CIVIL, INC. ROSS ERICKSON, P.E. 6213 N CLOVERDALE RD, STE 125 BOISE, IDAHO 83712 KEY MAP Issue Description Date ISSUE 2-1-7-21 SEEPAGE BED REV. 5-4-21 Ic Sc annlm��` ■��.iir lAAA\AR +tI1111— JENSENTBELTS ASSOCIATES Site Planning Landscape Architecture 1509 Tyrell Lane, Ste 130 Boise, Idaho 83706 Ph. (208) 343-7175 www.jensenbelts.com 1_J Z Z J 0/ Z a. Op =Q U� �LE � > as 0 J OLLJ La. W Cn J Z LL Job Number 2077 Drawn Checked JJN KCS Scale AS SHOWN Sheet Title LANDSCAPE PLAN Sheet Number L2 2 of 4 Sheets APPROVED 04125,22 _..v"a,a�os zo�oo,n 4" 2'-c 2 x BALL DIA. 3' x 2" x 2" CEDAR STAKE, 2 PER TREE. SET STAKES PARALLEL TO PREVAILING WIND. SECURE WITH RUBBER GINGH TIES. DO NOT PENETRATE ROOTBALL. 5EE NOTE 3. ROOT GROWN TO BE 1-2" ABOVE FINISH GRADE. TRUNK FLARE MUST BE VISIBLE IN PLANTING BEDS: MULCH AS SPECIFIED. BRUSH AWAY FROM TRUNK. FERTILIZER TA55 AS SPECIFIED SNIP BASKET 4 TURN BACK BURLAP 1/5. BAGKFILL W/ TOPSOIL MIX AS SPECIE? 4 TAMP LOOSELY IN 4"-6" LIFTS NOTES: I. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. 2. VINYL FENCE STYLE MAY VARY SLIGHTLY. 3. SAND COLOR NOTES: I. REMOVE ALL TWINE, ROPE, OR BINDINGS FROM ALL TRUNKS. 2. REMOVE BURLAP AND WIRE BASKETS FROM THE TOP 1/3 OF ALL ROOT BALLS AFTER PLANTING. IF SYNTHETIC WRAP/BURLAP 15 USED, IT MUST BE COMPLETELY REMOVED. 4 O 3. STAKING OF TREES TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR 15 RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND REMAIN STRAIGHT FOR A MIN OF I YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE I YEAR WARRANTY PERIOD. 4. TREES PLANTED IN TURF AREAS: REMOVE TURF 3' DIA. FROM TREE TRUNK. O TREE PLANT I N6/STAK I N6 NOT TO 51—ALE IN PLANTING BEDS: MULCH AS SPECIFIED. BRUSH AWAY FROM STEM. TURN BACK BURLAP, TOP 1/3 OF BALL. KEEP GROUND LINE SAME AS NURSERY. FERTILIZER TABS AS SPECIFIED PLANTING 501L AS PER SPECS. NOTE: DI6 HOLE TWIGE THE 51ZE OF ROOTBALL. O SHRUB PLANTING NOT TO SCALE VINYL PRIVACY EENGE POST 5 i Gt�r z" x 5 Y2" RAIL x 6" VINYL GKET PANELS " x 5" SO P05T N6 PER MF6 MMENDATI ON5 NOT TO 51-ALE LAI 7 5 H VL SYM GOMMON NAME EVERGREEN TREES N5 COLUMNAR NORWAY SPRUCE VP VANDERWOLFS PINE WW WEEPING WHITE SPRUCE SHADE TREES (GLASS III) RO NORTHERN RED OAK SHADE/STREET TREES (GLASS 11) HE SKYLINE HONEYLOGU5T ORNAMENTAL TREES (GLASS I) AM FLAME AMUR MAPLE GP CHANTICLEER PEAR PF PRAIRIFIRE GRABAPPLE SHRUBS/ORNAMENTAL GRAS5E5/PERENNIAL5 GB CRIMSON RUBY BARBERRY GR RED FLOWER CARPET ROSE FY SHOWOFF FORSYTHIA HIS HENRY'S GARNET SWEETSPIRE KF KARL FOERSTER 6RA55 RS RUSSIAN SASE SM 5LOWMOUND MU60 PINE SW SUMMERWINE NINEBARK ZG ZABRE6 GOREOPSIS SOD SEEDED F-1 LAWN .WWW UNMOWN GRASS BOTANIGAL NAME SIZE PIGEA ABIES 'GUPRESSINA' 6-8' HT B4B PINUS FLEXIL15 'VANDERWOLFS' 6-8' HT B4B PIGEA 6LAGUA 'PENDULA' 6-8' HT B4B OUERGUS RUBRA 2" GAL B4B 6LEDITSIA TRIAGANTHOS INERMIS 'SKYGOLE' 2" GAL B4B AGER 61NNALA 'FLAME' 6-8' HT. MULTI -STEM PYRUS GALLERYANA 'GLEN'S FORM' 2" GAL B$B MALUS 'PRAIRIFIRE' 2" GAL B$B BERBERIS THUNBER611 'GRIRUZAM' 3 GAL ROSA 'FLOWER CARPET- NOARE' 2 GAL FORSYTHIA x INTERMEDIA 'MINDOR' 5 GAL ITEA VIR6INIGA 'HENRY'S GARNET' 5 GAL GALAMA6ROSTIS x AGUTIFLORA 'K.F.' I SAL PEROVSKIA ATRIPLIGIFOLIA 3 GAL PINUS MU60 'SLOWMOUND' 3 GAL PHYSOGARPUS OPULIFOLIA 'SEWARD' 5 6AL GOREOPSIS 'ZA6REB' 16AL 6VINYL LATTICE TOP 6SOLID VINYL FENCE RAIL FENCE ADJACENT ALONG PERIMETER EXISTING FENCE TO COMMON AREAS (TYP). PROPERTY LINES (TYP). �� (TYP) SEE DTL 5, THIS SHT. SEE DTL 4, THIS SHT. 9PEN LATTICE TOP '&0% OPEN VISION) 'ER MERIDIAN CITY )DG I I-3A--1A.-1 N C 7 5 30TTOM 4 :ENTER RAIL 'ANELS PER MFG RECOMMENDATIONS NOTES: I. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. 2. VINYL LATTICE FENGE STYLE MAY VARY SLIGHTLY. 3. SAND GOLOR. O VINYL LATTI GE TOP EENGE NOT TO 5GALE I. ALL PLANTING AREAS SHALL BE INSTALLED BE IN ACCORDANCE WITH CITY OF MERIDIAN CODE. REFER TO SHEET L4 - SPEC SECTION 32 q0 00 - LANDSCAPE SPECIFICATIONS. 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIG UNDERGROUND IRRIGATION SYSTEM. REFER TO SHEET L4 - SPEC SECTION 32 84 00 - IRRIGATION PERFORMANCE SPECIFICATIONS. 3. LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION. 4. TREES SHALL NOT BE PLANTED WITHIN THE 10-FOOT CLEAR ZONE OF ALL AGHD STORM DRAIN PIPE, STRUCTURES, OR FACILITIES IN PARKSTRIPS. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. ALL SHRUBS PLANTED OVER OR ADJACENT TO SEEPAGE BEDS TO HAVE A ROOT BALL THAT DOES NOT EXCEED lb" IN DIAMETER. NO LAWN SOD TO BE PLACED OVER DRAINAGE SWALE SAND WINDOWS. 5. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLE AT ALL INTERSECTIONS. NO CONIFEROUS TREES OR SHRUBS OVER 3' HIGH AT MATURITY WILL BE LOCATED WITHIN SIGHT TRIANGLE OR AGHD ROW. AS TREES MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO MEET AGHD REQUIREMENTS FOR MAINTAININ6 CLEAR VISIBILITY WITHIN 40' STREET VISION TRIANGLE. 6. TREES SHALL BE PLANTED NO CLOSER THAN 50' FROM INTERSECTION STOP 516NS. 7. TREE LOCATIONS MAY BE ALTERED TO AGGOMMODATE UTILITIES. TREES SHALL NOT BE PLANTED WITHIN 5' OF WATER METERS OR UNDERGROUND UTILITY LINES. 8. PLANT LIST 15 SUBJECT TO SUBSTITUTIONS OF SIMILAR SPECIES DUE TO PLANT MATERIAL AVAILABILITY. BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED FROM TREES. q. THERE ARE SIX (6) TREES TO BE REMOVED. SEE LANDSCAPE CALCULATIONS FOR MITIGATION REQUIREMENTS. RI PET WASTE STATION TO BE DOGIPOT (1-500-364-1651) 1{ ALUMINUM DOGIPOT PET STATION MODEL #1003-L OR APPROVED EQUAL. L AI � I S A A L U L A 7 I C I � j� 15 FINISH ON TRASH REGEPTAGLE TO BE BLACK LOGATION BUFFER WIDTH LENGTH REQUIRED PROVIDED N (#l20(9BLK-L) W. USTIGK RD. 11.5' 4461 55' = 13 TREES 20 TREES " QUANTITY: ONE (1) TURF b MULCH LOCATIONS: IN 006 PARK AREA - A5 SHOWN ON PLAN COMMON AREA 41,560 / 8,000 = 6 TREES 23 TREES PER SPEC TOTAL NUMBER OF TREES: Iq TREES 43 TREES GLASS I TREES PROVIDED ADJACENT TO W. USTIGK ROAD DUE TO OVERHEAD POWER LINES. MINN COLOR NOT 4 h RR REPRESENTATIVE E16HTEEN (18) TREES ARE TO BE RETAINED IN THE USER'S DITCH DRAIN ADJACENT TO THE 1 O 1_I I I —III_ WEST PROPERTY LINE. 25q.5 CALIPER INCHES WILL BE RETAINED. �III � III � � � -III FINISH TO BE =III III —III- POWDERGOATED SIX (6) TREES ARE TO BE REMOVED AS VERIFY BY THE MERIDIAN CITY FORESTER. A BLACK MITIGATION TOTAL OF 14cl CALIPER INCHES. 48 CALIPER INCHES WILL BE MITIGATED FOR FINI5H� I11I - GUT EDGE TOP SOIL ON -SITE WITH TREES PROVIDED BEYOND THE MINIMUM REQUIREMENTS. GRADE O PLANTER GUT BED EDGE NOT TO 51—ALE O PET HASTE STATION NOT TO 5GALE OWNER HAYDEN HOMES IDAHO, LLC C.0 ERIC SCHECK 1406 N MAIN ST. MERIDIAN. IDAHO 83642 ENGINEER ERICKSON CIVIL, INC. ROSS ERICKSON, P.E. 6213 N CLOVERDALE RD, STE 125 BOISE, IDAHO 83712 6VINYL LATTICE TOP 6SOLID VINYL FENCE RAIL FENCE ADJACENT ALONG PERIMETER EXISTING FENCE TO COMMON AREAS (TYP). PROPERTY LINES (TYP). �� (TYP) SEE DTL 5, THIS SHT. SEE DTL 4, THIS SHT. 9PEN LATTICE TOP '&0% OPEN VISION) 'ER MERIDIAN CITY )DG I I-3A--1A.-1 N C 7 5 30TTOM 4 :ENTER RAIL 'ANELS PER MFG RECOMMENDATIONS NOTES: I. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. 2. VINYL LATTICE FENGE STYLE MAY VARY SLIGHTLY. 3. SAND GOLOR. O VINYL LATTI GE TOP EENGE NOT TO 5GALE I. ALL PLANTING AREAS SHALL BE INSTALLED BE IN ACCORDANCE WITH CITY OF MERIDIAN CODE. REFER TO SHEET L4 - SPEC SECTION 32 q0 00 - LANDSCAPE SPECIFICATIONS. 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIG UNDERGROUND IRRIGATION SYSTEM. REFER TO SHEET L4 - SPEC SECTION 32 84 00 - IRRIGATION PERFORMANCE SPECIFICATIONS. 3. LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION. 4. TREES SHALL NOT BE PLANTED WITHIN THE 10-FOOT CLEAR ZONE OF ALL AGHD STORM DRAIN PIPE, STRUCTURES, OR FACILITIES IN PARKSTRIPS. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. ALL SHRUBS PLANTED OVER OR ADJACENT TO SEEPAGE BEDS TO HAVE A ROOT BALL THAT DOES NOT EXCEED lb" IN DIAMETER. NO LAWN SOD TO BE PLACED OVER DRAINAGE SWALE SAND WINDOWS. 5. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLE AT ALL INTERSECTIONS. NO CONIFEROUS TREES OR SHRUBS OVER 3' HIGH AT MATURITY WILL BE LOCATED WITHIN SIGHT TRIANGLE OR AGHD ROW. AS TREES MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO MEET AGHD REQUIREMENTS FOR MAINTAININ6 CLEAR VISIBILITY WITHIN 40' STREET VISION TRIANGLE. 6. TREES SHALL BE PLANTED NO CLOSER THAN 50' FROM INTERSECTION STOP 516NS. 7. TREE LOCATIONS MAY BE ALTERED TO AGGOMMODATE UTILITIES. TREES SHALL NOT BE PLANTED WITHIN 5' OF WATER METERS OR UNDERGROUND UTILITY LINES. 8. PLANT LIST 15 SUBJECT TO SUBSTITUTIONS OF SIMILAR SPECIES DUE TO PLANT MATERIAL AVAILABILITY. BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED FROM TREES. q. THERE ARE SIX (6) TREES TO BE REMOVED. SEE LANDSCAPE CALCULATIONS FOR MITIGATION REQUIREMENTS. RI PET WASTE STATION TO BE DOGIPOT (1-500-364-1651) 1{ ALUMINUM DOGIPOT PET STATION MODEL #1003-L OR APPROVED EQUAL. L AI � I S A A L U L A 7 I C I � j� 15 FINISH ON TRASH REGEPTAGLE TO BE BLACK LOGATION BUFFER WIDTH LENGTH REQUIRED PROVIDED N (#l20(9BLK-L) W. USTIGK RD. 11.5' 4461 55' = 13 TREES 20 TREES " QUANTITY: ONE (1) TURF b MULCH LOCATIONS: IN 006 PARK AREA - A5 SHOWN ON PLAN COMMON AREA 41,560 / 8,000 = 6 TREES 23 TREES PER SPEC TOTAL NUMBER OF TREES: Iq TREES 43 TREES GLASS I TREES PROVIDED ADJACENT TO W. USTIGK ROAD DUE TO OVERHEAD POWER LINES. MINN COLOR NOT 4 h RR REPRESENTATIVE E16HTEEN (18) TREES ARE TO BE RETAINED IN THE USER'S DITCH DRAIN ADJACENT TO THE 1 O 1_I I I —III_ WEST PROPERTY LINE. 25q.5 CALIPER INCHES WILL BE RETAINED. �III � III � � � -III FINISH TO BE =III III —III- POWDERGOATED SIX (6) TREES ARE TO BE REMOVED AS VERIFY BY THE MERIDIAN CITY FORESTER. A BLACK MITIGATION TOTAL OF 14cl CALIPER INCHES. 48 CALIPER INCHES WILL BE MITIGATED FOR FINI5H� I11I - GUT EDGE TOP SOIL ON -SITE WITH TREES PROVIDED BEYOND THE MINIMUM REQUIREMENTS. GRADE O PLANTER GUT BED EDGE NOT TO 51—ALE O PET HASTE STATION NOT TO 5GALE OWNER HAYDEN HOMES IDAHO, LLC C.0 ERIC SCHECK 1406 N MAIN ST. MERIDIAN. IDAHO 83642 ENGINEER ERICKSON CIVIL, INC. ROSS ERICKSON, P.E. 6213 N CLOVERDALE RD, STE 125 BOISE, IDAHO 83712 30TTOM 4 :ENTER RAIL 'ANELS PER MFG RECOMMENDATIONS NOTES: I. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. 2. VINYL LATTICE FENGE STYLE MAY VARY SLIGHTLY. 3. SAND GOLOR. O VINYL LATTI GE TOP EENGE NOT TO 5GALE I. ALL PLANTING AREAS SHALL BE INSTALLED BE IN ACCORDANCE WITH CITY OF MERIDIAN CODE. REFER TO SHEET L4 - SPEC SECTION 32 q0 00 - LANDSCAPE SPECIFICATIONS. 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIG UNDERGROUND IRRIGATION SYSTEM. REFER TO SHEET L4 - SPEC SECTION 32 84 00 - IRRIGATION PERFORMANCE SPECIFICATIONS. 3. LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION. 4. TREES SHALL NOT BE PLANTED WITHIN THE 10-FOOT CLEAR ZONE OF ALL AGHD STORM DRAIN PIPE, STRUCTURES, OR FACILITIES IN PARKSTRIPS. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. ALL SHRUBS PLANTED OVER OR ADJACENT TO SEEPAGE BEDS TO HAVE A ROOT BALL THAT DOES NOT EXCEED lb" IN DIAMETER. NO LAWN SOD TO BE PLACED OVER DRAINAGE SWALE SAND WINDOWS. 5. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLE AT ALL INTERSECTIONS. NO CONIFEROUS TREES OR SHRUBS OVER 3' HIGH AT MATURITY WILL BE LOCATED WITHIN SIGHT TRIANGLE OR AGHD ROW. AS TREES MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO MEET AGHD REQUIREMENTS FOR MAINTAININ6 CLEAR VISIBILITY WITHIN 40' STREET VISION TRIANGLE. 6. TREES SHALL BE PLANTED NO CLOSER THAN 50' FROM INTERSECTION STOP 516NS. 7. TREE LOCATIONS MAY BE ALTERED TO AGGOMMODATE UTILITIES. TREES SHALL NOT BE PLANTED WITHIN 5' OF WATER METERS OR UNDERGROUND UTILITY LINES. 8. PLANT LIST 15 SUBJECT TO SUBSTITUTIONS OF SIMILAR SPECIES DUE TO PLANT MATERIAL AVAILABILITY. BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED FROM TREES. q. THERE ARE SIX (6) TREES TO BE REMOVED. SEE LANDSCAPE CALCULATIONS FOR MITIGATION REQUIREMENTS. RI PET WASTE STATION TO BE DOGIPOT (1-500-364-1651) 1{ ALUMINUM DOGIPOT PET STATION MODEL #1003-L OR APPROVED EQUAL. L AI � I S A A L U L A 7 I C I � j� 15 FINISH ON TRASH REGEPTAGLE TO BE BLACK LOGATION BUFFER WIDTH LENGTH REQUIRED PROVIDED N (#l20(9BLK-L) W. USTIGK RD. 11.5' 4461 55' = 13 TREES 20 TREES " QUANTITY: ONE (1) TURF b MULCH LOCATIONS: IN 006 PARK AREA - A5 SHOWN ON PLAN COMMON AREA 41,560 / 8,000 = 6 TREES 23 TREES PER SPEC TOTAL NUMBER OF TREES: Iq TREES 43 TREES GLASS I TREES PROVIDED ADJACENT TO W. USTIGK ROAD DUE TO OVERHEAD POWER LINES. MINN COLOR NOT 4 h RR REPRESENTATIVE E16HTEEN (18) TREES ARE TO BE RETAINED IN THE USER'S DITCH DRAIN ADJACENT TO THE 1 O 1_I I I —III_ WEST PROPERTY LINE. 25q.5 CALIPER INCHES WILL BE RETAINED. �III � III � � � -III FINISH TO BE =III III —III- POWDERGOATED SIX (6) TREES ARE TO BE REMOVED AS VERIFY BY THE MERIDIAN CITY FORESTER. A BLACK MITIGATION TOTAL OF 14cl CALIPER INCHES. 48 CALIPER INCHES WILL BE MITIGATED FOR FINI5H� I11I - GUT EDGE TOP SOIL ON -SITE WITH TREES PROVIDED BEYOND THE MINIMUM REQUIREMENTS. GRADE O PLANTER GUT BED EDGE NOT TO 51—ALE O PET HASTE STATION NOT TO 5GALE OWNER HAYDEN HOMES IDAHO, LLC C.0 ERIC SCHECK 1406 N MAIN ST. MERIDIAN. IDAHO 83642 ENGINEER ERICKSON CIVIL, INC. ROSS ERICKSON, P.E. 6213 N CLOVERDALE RD, STE 125 BOISE, IDAHO 83712 Issue Description Date ISSUE 2-17-21 SEEPAGE BED REV. 5-4-21 r lAAA\AR * Ai•��, JEI'�SENTBELTS ASSOCIATES Site Planning Landscape Architecture 1509 Tyrell Lane, Ste 130 Boise, Idaho 83706 Ph. (208) 343-7175 www.jensenbelts.com OF V Z Z J �/ / Z a. Op =Q U� o� � as J 0 O oo W Cn J LLJ a. Z 1 �L W Job Number 2077 Drawn Checked JJN KCS Scale AS SHOWN Sheet Title LANDSCAPE PLAN Sheet Number L3 3 of 4 Sheets a ER� N 32 90 00 - LANDSCAPE WORK APPROVED -GENERAL okh (KrzW2 ATED DOCUMENTS BILE NUMBER. ,Ps - wings and general provisions of Contract, including General and Supplementary Conditions and ision 1 Specification Sections. 1.2 SUMMARY A. This Section includes provisions for the following items: 1. Trees. 2. Shrubs; Ground cover. 3. Lawns. 4. Topsoil and Soil Amendments. 5. Miscellaneous Landscape Elements. 6. Initial maintenance of landscape materials. B. Related Sections: The followingsections contain requirements. 4 1. Underground sprinkler system is specified in Section 32 84 00 - Irrigation 9 P Y P 9 1.3 QUALITY ASSURANCE A. Subcontract landscape work to a single firm specializing in landscape work. B. Source Quality Control: Q y 1. General: Ship landscape materials with certificates of inspection required by governing authorities. Comply with regulations applicable to landscape materials. 2. Do not make substitutions. If specified landscape material is not obtainable, submit proof of non -availability to Architect, with proposal for use of equivalent material. 3. Analysis and Standards: Package standard products with manufacturer's certified analysis. For other materials, provide analysis by recognized laboratory made in accordance with methods established by the Association of Official Agriculture Chemists, wherever applicable. 4. Trees, Shrubs and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, size, genus, species, and variety shown and scheduled for work complying with recommendations and requirements of ANSI Z60.1 "American Standard for Nursery Stock". Provide healthy, vigorous stock, grown in recognized nursery in accordance with good horticultural practice and free of disease, insects, eggs, larvae, and defects such as knots, sun -scald, injuries, abrasions, or disfigurement. 5. Label at least one tree and one shrub of each variety with attached waterproof tag with legible designation of botanical and common name. a. Where formal arrangements or consecutive order of trees or shrubs are shown, select stock for uniform height and spread. 6. Inspection: The Architect may inspect trees and shrubs either at lace of growth or at site before P Y P P planting, for compliance with requirements for genus, species, variety, size, and quality. Architect retains right to further inspect trees and shrubs for size and condition of balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from project site. 1.4 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Plant and Material Certifications: 1. Certificates of inspection as required by governmental authorities. 2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. 3. Label data substantiating that plants, trees, shrubs and planting materials comply specified requirements. 4. Seed vendor's certified statement for each grass seed mixture required, stating botanical and common name, percentages by weight, and percentages of purity, germination, and weed seed for each grass seed species. C. Mulch: Submit 1 gal bag of mulch sample for approval. 1.5 DELIVERY, STORAGE AND HANDLING A. Seed shall be delivered to site in unopened container, with seed and inert material content clearly marked on outside of container. Container shall be stored on site for tally. B. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against drying and breaking of rolled strips. C. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery unless otherwise approved by Architect. Do not bend or bind -tie trees or shrubs in such manner as to damage bark, break branches, or destroy natural shape. Provide protective covering during delivery. Do not drop balled and burlapped stock during delivery. D. Deliver trees and shrubs after preparations for planting have been completed and plant P P P 9 P immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in shade, protect from weather and mechanical damage, and keep roots moist by covering with mulch, burls or other acceptable means of retaining moisture. P P 9 E. Do not remove container- rown stock from containers until planting time. 9 P 9 F. Do not dropor dump materials from vehicles during delivery or handling. Avoid an damage to P 9 rY 9 Y 9 Footballs during deliver, storage and handling. 1.6 JOB CONDITIONS A. Utilities: Determine location of underground utilities and work in a manner which will avoid possible r9 damage. Hand excavate as required. Maintain grade stakes until removal is mutually agreed 9 4 9 Y 9 Y upon b parties concerned. P B. Excavation: When conditions detrimental to plant growth are encountered such rubble fill adverse P 9 � , drainage conditions, or obstructions, notify Architect before planting. C. Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or recondition 1 P P 1 P to prior conditions at project completion. P P 1 P D. Tree Protection: 1. Existingtrees to remain should be protected before an site/demolition Tree protection area is P Y defined as the area within the drip line diameter. 2. Place protective fencing around a tree protection zone. Protective fencing should consist of a P 9 P 9 highly visible physical barrier a minimum 6-foot high, chain -link fence is recommended to be 9 Y ,P Y ( 9 � ) placed 10 It outside the dripline of the tree(s). 3. Do not striptopsoil or rub under story within protection area. The tree under story to be P 9 rY P rY removed shall be cut instead of pulling or grubbing. Leave the soil undisturbed. 4. Prohibit earth stockpiling, material storage, vehicle parking and traffic within tree protection area. 5. Prohibit dumping of refuse, chemicals, other materials and puddling or running water that may injure tree growth. 1 6. Prohibit cutting,breaking and skinning of branches and roots. All pruning of branches and 9 9 P 9 roots is to be performed b Y the Arborist. P 7. Prohibit skinning 9 and bruising of bark. 8. No changes in grade should be made within the dri line of existing trees. 9 9 P 9 9. Temporary irrigation is hi hl recommended for all remaining trees during construction. This P rYhighly 9 9 system should provide adequate coverage and quantity of water during all phases of construction. 10. Before the contractor leaves the site, all existing trees which have been damaged due to construction should be repaired/replaced at the expense of the contractor. E. Excavation Around Trees: 1. Where trenching is required in the vicinity of the tree, proceed as follows: a. As the trench approaches the drip line of the tree, dig by hand until the roots encountered are two inches or larger in diameter. b. A similar trench is to be dug on the opposite of the tree and a tunnel augured under the tree between the two trenches at a depth of 4 feet. c. If auguring is impractical, continue digging by hand. Carefully dig under any roots over 4 inches in diameter. Do not cut main lateral roots or tap roots. 2. Where excavating for new construction is required in soil containing the roots of the tree, hand excavate to minimize damage to root system. Use narrow tine spading forks and comb soil to expose roots. Relocate roots back into backfill areas wherever possible. If large main lateral roots are encountered, expose beyond excavation limits as required to bend and relocate without breaking. 3. If root relocation is not practical, cut roots approximately 3 inches back from new construction. 4. Any digging or cutting that tears roots or disturbs soil beyond the grading limit is unacceptable. All roots larger than one inch must be cut by the Arborist. 5. Do not allow exposed roots to dry before permanent backfill is placed; provide temporary support and protect roots against damage until permanently relocated and covered with backfill. F. Construction Pruning: 1. Hire an Arborist certified by the International Society of Arboriculture. Where roots have been cut, Arborist shall prune the tree to compensate for root loss and prune any low limbs which may interfere with construction activities. Compensate in approximate direct proportion to root loss. Do not use any sort of paint or dressing on wounds or pruning cuts. Root pruned and construction pruned tree shall be fertilized by the landscape contractor by broadcasting sulfur coated area 38-0-0 at the rate of 5 1/4 lbs. Per 1,000 square feet (2 lbs. N.) Over the root zones of the trees. 1.7 SEQUENCING AND SCHEDULING A. Planting Time: Proceed with, and complete landscape work as rapidly as portions of site become available, working within seasonal limitations for each kind of landscape work required. 1. Plant or install all plant materials during normal planting seasons from 15 March to 15 November. 2. Correlate planting with specified maintenance periods to provide maintenance from date of P 9 P P substantial completion. B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior to planting of lawns, unless otherwise acceptable to Architect. If planting of trees and shrubs occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting from planting operations. 1.8 SPECIAL PROJECT WARRANTY A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. B. Warranty trees and shrubs, for a period of one year after date of substantial completion, against defects including death and unsatisfactory growth, except for defects resulting from neglect by Owner, abuse or damage by others, or unusual phenomena or incidents beyond Landscape Installer's control. C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during warranty period. Make replacements during growth season following end of warranty period. Replace trees and shrubs which are in doubtful condition at end of warranty period; unless, in opinion of Architect, it is advisable to extend warranty period for a full growing season. PART 2-PRODUCTS 2.1 TOPSOIL A. If deemed usable, native topsoil shall be stockpiled for re -use in landscape work. Topsoil shall be fertile friable natural loam surface soil reasonable free of subsoil clay lumps, s, brush weeds roots, stumps, stones larger than 1 inch in any dimension, and other extraneous or toxic matter harmful to plant growth. 1. Contractor shall send a minimum of three (3) representative topsoil samples for testing. See testing requirements below. Contractor is responsible for whatever soil additives are recommended by the tests. Submit to Architect for approval. Compost will be added to other additives and added regardless of test results. B. If quantity of stockpiled topsoil is insufficient contractor to provide imported topsoil that is fertile 4 Y P P P P P friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and other litter, and free of roots, stumps, stones larger than 1 inches in any dimension, and other extraneous or toxic matter harmful to plant growth. 1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project site. Obtain topsoil only from naturally well -drained sites where topsoil occurs in a depth of not less than 4 inches. Do not obtain from bogs or marshes. 2. Composition: Topsoil shall contain from 1 to 20% organic matter as determined by the Organic Carbon, 6A, Chemical Analysis Method described in USDA Soil Survey Investigation Report No. 1. Maximum particle size, 3/4-inch, with maximum 3 % retained on 1/4-inch screen. Other components shall conform to the following limits: pH 6.5 to 7.5 Soluble Salts 600 ppm maximum Silt 25-50% Clay 10-30 % Sand 20-50% 3. Contractor shall submit representative soil report on imported topsoil proposed for use for approval. Report shall meet standards below. Contractor is responsible for whatever soil additives are recommended by the test. Compost will be in addition to other additives and added regardless of test results. C. Soil Testing 1. Soil tests are required for this project (see above for requirements). Test shall be provided as follows: a. Provide certified analysis at time of sample submitted (three samples imported topsoil). Amend soils per chemist's recommendations and as herein specified unless otherwise approved by Architect. 2. Test shall include, but not limited to recommendations on chemical distributions, organic contents, pH factors, and sieve analysis as necessary. Test #1T by Western Laboratories (1-800-658-3858)is required. 3. Contractor is responsible for whatever soil additives are recommended by the soil testing laboratory. 4. Contractor shall coordinate, obtain and pay for all soil tests. 5. If regenerative noxious weeds are present in the soil, remove all resultant growth including roots throughout one-year period after acceptance of work, at no cost to Owner. 2.2 pH ADJUSTERS A. When pH does not comply with this specification, commercial grade aluminum sulfate shall be used to adjust soil pH. 2.3 SOIL AMENDMENTS A. Compost: Compost: "Cascade Compost" from Cloverdale Nursery (208) 375-5262 and NuSoil Compost (208) 629-6912 or approved equal in equal amounts by volume. B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It shall be free -flowing and packaged in new waterproof, non -overlaid bags clearly labeled as to weight, manufacturer, and content. Protect materials from deterioration during delivery and while stored at site. 1. Commercial fertilizer "A" for trees and shrubs during planting; slow release Agriform Planting 5-gram tablets 20-10-5 type or equal. 2. Commercial fertilizer "B" for lawn areas, applied to bed prior to seeding or sodding, to be 16-16-17 applied at the rate of ten pounds per acre. 3. Commercial fertilizer "C" for lawn areas three to four weeks after planting (sod) or after first mowing(seed). Organic Fertilizer Milor anite 6-0-2 a orequal. ( ) 9 9 ( ) type C. Herbicide: Pre -emergent for topical application in planting beds. Oxiadiazon 2G brand or pre -approved equal. Use in accordance with manufacturers recommendation on all planting beds. 2.4 PLANT MATERIALS A. Quality: Provide trees shrubs and other plants of size genus, species, and variety shown for tY p , 9 P tY landscape work and complyingwith recommendations and requirements of ANSI Z60.1 "American P 9 Standard for Nursery Stock". B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching configuration recommended by ANSI Z60.1 for type and species required. Single stem trees except where special forms are shown or listed. C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum number of canes required b ANSI Z60.1 for a and height of shrub. 4 Y type 9 D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. Dimensions indicate minimum spread for spreading and semi -spreading type evergreens and height for other es such as lobe dwarf, cone pyramidal, broad upright, and columnar. Provide normal quality types, 9 � � PY 4 tY evergreens with well balanced form complying with requirements for other size relationships to the primary dimension shown. 2.5 GRASS MATERIALS A. Lawn sod: Provide strongly rooted sod not less than 1 growing season old and free of weeds and 9Y 9 9 undesirable native grasses. Provide only sod capable of growth and development when planted (viable, not dormant). 1. Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. Broken ads or ads with uneven ends will not be acceptable. Sod ads incapable of supporting their P P P P P PP 9 own weight when suspended vertically with a firm grasp on upper 10 % of pad will be rejected. B. Provide sod composed of: Rhizomatous Tall Fescue (RTF) from the The Turf Company, Meridian, ID (208) 888-3760 or approved equal. C. Unmown Grass Seed Festuca rubra communtata Chewing Fescue 8.Olbs/acre Festuce ovina 'Covar Covar Sheep Fescue 8.Olbs/acre Festuca longifolia Hard Fescue 8.Olbs/acre Total 24.Olbs/acre 2.6 MISCELLANEOUS LANDSCAPE MATERIALS A. Anti -Desiccant: Emulsion type, film -forming agent designed to permit transpiration, but retard excessive loss of moisture from plants. Deliver in manufacturers fully identified containers and mix in accordance with manufacturers instructions. B. Mulch: Mulch for planting beds shall be medium ground bark mulch, free of splinters, consistent in appearance, and shall contain no toxic substance detrimental to plant life. C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand, twisted, pliable galvanized iron wire, not lighter than 12 ga. with zinc -coated tumbuckles. Provide not less than 2 inch diameter rubber or plastic hose, cut to required lengths and of uniform color, material, and size to protect tree trunks from damage by wires. PART 3 - EXECUTION 3.1 PREPARATION -GENERAL A. General Contractor shall be responsible for excavating planting areas to appropriate depths for placement of topsoil as specified herein. B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations and outline areas and secure Architect's acceptance before start of planting work. Make minor adjustments as may be required. 3.2 PREPARATION OF PLANTING SOIL A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous materials harmful or toxic to plant growth. B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer if planting will not follow placing of planting soil in a few days. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. Shrub Areas: 1/3 compost, 2/3 topsoil. Fertilizer: Per soil test and manufacture's recommendations. C. For shrub and lawn area mix planting soil either prior to planting or apply on surface of topsoil and P 9 P P 9 PPY P mix thoroughly before planting. 3.3 PREPARATION FOR PLANTING LAWNS A. After excavating and removing surface material to proper depth, loosen subgrade of lawn areas to a minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any dimension. Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be planted promptly after preparation. 1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet lines, grades, and elevations shown, after light rolling, addition of amendments, and natural settlement. Place approximately 1/2 of total amount of topsoil required. Work into top of loosened subgrade to create a transition layer and then place remainder of planting soil. Add specified soil amendments as required and mix thoroughly into upper 4 inches of topsoil. 3.4 PREPARATION FOR SEEDING A. Loosen subgrade of areas stripped of topsoil to a minimum depth of 4 inches. Remove stones measuring over 1-112 inches in any dimension. Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be planted promptly after preparation. 1. Spread topsoil mix to required depth to meet lines, grades, and elevations shown, after light rolling and natural settlement (where required). Topsoil shall be 6" deep minimum in all seeded areas. 2. Place approximately % of total amount of topsoil required. Work into top of loosened subgrade to create a transition layer and then place remainder of planting soil. Add recommended nutrients, fertilizers and 1-1/2" thickness of specified compost over entire area and mix thoroughly into upper 4 inches of topsoil. B. Fine grade areas to smooth, even surface with loose, uniformly fine texture. Roll, rake, and drag areas, remove ridges and fill depressions, as required to meet finish grades. Limit fine grading to areas which can be planted immediately after grading. C. Moisten prepared areas before planting if soil is dry. Water thoroughly and allow surface moisture to dry before planting. Do not create a muddy soil condition. D. Restore areas to specified condition, if eroded or otherwise disturbed, after fine grading and prior to planting. E. Maintain and protect all surfaces from wind and water erosion until final acceptance. 3.5 PREPARATION OF PLANTING BEDS A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or similar equipment. Remove stones measuring over 1 1/2 inches in any dimension. Remove stocks, stones, rubbish, and other extraneous matter. B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and elevations shown, after light rolling and natural settlement. Add 1 1/2 inches of specified compost over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place approximately 1/2 of total amount of planting soil required. Work into top of loosened subgrade to create a transition layer, then place remainder of the planting soil. C. Apply Pre -Emergent per manufacturer's recommendation. 3.6 PLANTING TREES AND SHRUBS A. Set balled and burlapped (B&B) stock on layer of compacted planting soil mixture, plumb and in center of pit or trench with top of ball at same elevation as adjacent finished landscape grades. Remove burlap from sides of balls; retain on bottoms. When set, place additional backfill around base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. Place fertilizer tablets in excavated area per manufacture's written instructions. When excavation is approximately 213 full, water roughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing final layer of backfill. Remove all ties from around base of trunk. B. Set container grown stock, as specified, for balled burlapped stock, except cut cans on 2 sides with an approved can cutter and remove can; remove bottoms of wooden boxes after partial backfilling so as not to damage root balls. C. Trees planted in turf area: Remove turf T dia around tree trunk. Dish top of backfill to allow for mulching. D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work into top of backfill and finish level with adjacent finish grades. 1. Provide 3 inches thickness of mulch. E. If season and weather conditions dictate, apply anti -desiccant, using power spray, to provide an adequate film over trunks, branches, stems, twigs and foliage. F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. Prune trees to retain required height and spread. Unless otherwise directed by Architect, do not cut tree leaders, and remove only injured or dead branches from flowering trees, if any. Prune shrubs to retain natural character. G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. H. Guy and stake trees immediately after planting, as indicated. I. Apply approved herbicide to all shrub bed areas at manufacture specified rate. Re -apply as necessary for elimination of weeds. 3.7 SODDING NEW LAWNS A. General: Install lawn sod in all areas designated on the drawings. B. Soil Preparation 1. Any sod lawn areas that may have become compacted prior to sodding must be scarified to a depth of eight (8) inches by approved means, then finish graded as hereinbefore described. C. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. D. Sod Placement 1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod beds. Sod layers shall be experienced, or if inexperienced, shall be constantly supervised by an experienced foreman. The Contractor shall insure that the base immediately ahead of sod layer is moist. Sod shall be laid tight with not gaps. Allowance shall be made for shrinkage. Lay sod with long edges perpendicular to primary slope. 2. Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not overlap. Stagger strips to offset joints in adjacent courses. Work on boards to avoid damage to subgrade or sod. Tamp or roll lightly to ensure contact with subgrade. Work sifted soil into minor cracks between pieces; remove excess to avoid smotheringof adjacent grass. 1 3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure proper contact between soil and sod. Final rolling must provide a uniform surface. After final rolling, the sod lawn shall be mowed and watered. Approval of sod lawns shall be based on uniform, healthy and vigorous growth with no dry or dead spots. 4. Add fertilizer "B" at the manufacturers recommended application rate. E. Water sod thoroughly with a fine spray immediately after planting. F. Sodded Lawn Establishment 1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing of sod lawn P 9. 4 9 9 areas until Final Acceptance of the project. 2. Mowing shall be done by an approved "reel" type mower. Mower blades shall be set at two (2) inches s. high for all mowings. 9 3. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as per the Manufacturer's recommended application rate. Verify all methods of application. Contractor shall notify the Architect in writing that the fertilizer applications have occurred and on what dates. 3.8 SEEDING A. General 1. Seeding for irrigated areas shall be accomplished in the spring (after March 15) or fall (before October 1) of the year and/or when weather conditions are favorable for proper working of the soil and seed germination. 2. Seed shall be spread by approved mechanical (hopper or culti-packer) or hydroseed methods only. 3. Seeding shall be done only after topsoil mix placement, finish grading, adjacent construction and plantings have been completed and approved by Architect. B. Soil Preparation: Any seeded lawn area that has become compacted prior to seeding must be scarified to a depth of eight (8) inches by approved means, then finish graded as hereinbefore described. C.Seeding - Mechanical Method 1. Apply fertilizer at the manufacturer's recommended application rate. Thoroughly mix six (6) inches deep, taking care not to incorporate subsoil into topsoil mix. After mixing is complete, remove any debris or rocks over one (1) inch in size. Rake to true grade and roll for firmness. If soil is dry, lightly sprinkle prior to rolling. Grades after rolling to be approved by Architect prior to seeding. 2. Seed Application Rate: See "Products". 3. Seed Application Method a. Using a hopper type seeder, seeding shall be done on a still day, with one-half (2) of the seed to reach area being sown in a direction at right angles to the other half. After seeding, the surface shall be lightly raked parallel to the contours such that half or more of the seed is lightly covered by soil, then rolled once with a roller weighing not less than one hundred (100) pounds per lineal foot, and finally watered with a fine spray. b. A culti-packer or approved similar equipment may be used to drill, cover, and firm the seed bed in one operation. 4. After seeding, raking and rolling, lawn areas shall be covered with a one (1) inch loose layer of clean wheat or oat straw. Straw shall be kept moist until the lawn is established. Remove loose straw from site. D. Seeding - Hydroseed Method 1. No hydroseeding after a rain or when the wind exceeds five (5) miles per hour. 2. Use only where slopes exceed 5:1. 3. Spray the mixture of water, seed, mulch and commercial fertilizer evenly over the planting area. E. Seeding Areas Establishment 1. The Contractor shall be responsible for the first mowing and subsequent mowings, watering and fertilizing of seeded areas until Final Acceptance of the project. Subsequent mowings shall be the Owners responsibility. 2. First mowing shall be done when lawn areas are well established; when germination approaches ninety percent and height exceeds two and one-half (2 1/2) inches as approved by the Architect. Set mower height at two (2) inches high for first and subsequent mowings. 3. Fertilizing shall occur after the first mowing. Apply fertilizer as per the manufacturer's recommended application rate. 4. Seed beds must achieve ninety (90) percent germination and be uniform in appearance, free of weeds and/or other undesirable plant species as approved by the Architect. 5. Check for barren areas in seed bed approximately twenty-one 21 days after seeding and overseed as PP Y ty ( ) Y 9 originally specified at the time or at such time as weather and season permit for seed germination or as approved by the Architect. The Architect shall determine and approve the necessity and extent of overseeding in order to achieve the ninety (90) percent germination uniformity throughout the seed bed areas necessary for Final Acceptance. 6. Seeded areas shall be established as specified above at time of substantial completion. 3.9 MAINTENANCE A. Begin landscape maintenance immediately after planting. Maintenance shall continue until Project Final Acceptance. B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for healthy growth. Restore planting saucers. Tighten and repair stake and guy supports and reset trees and shrubs to proper grades or vertical position as required. Restore or replace damaged wrappings. Spray as required to keep trees and shrubs free of insects and disease. C. Maintain lawns by watering, fertilizing, weeding, mowing, trimming, and other operations such as tolling, regrading and replanting as required to establish a smooth, acceptable lawn, free of eroded or bare areas. D. Maintain lawns for no less than period stated above, or longer as required to establish acceptable lawn. If seeded in fall and not given full 60 days of maintenance before Final Acceptance, or if not considered acceptable at that time, continue maintenance the following spring until acceptable lawn is established. 3.10 CLEANUP AND PROTECTION A. During landscape work, keep pavements clean and work area in an orderly condition. B. Protect landscape work and materials from damage due to landscape operations, operations P 9 P P , P by other contractors and trades, and trespassers. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged landscape work as directed. 3.11 INSPECTION AND ACCEPTANCE A. When landscape work is completed, including maintenance Architect will upon request, P P 9 P 4 , make an inspection to determine acceptability. B. When inspected landscape work does not comply with requirements, replace rejected work and continue specified maintenance until reinspected by Architect and found to be acceptable. Remove rejected plants and materials promptly from project site. END OF SECTION SECTION 32 84 00 - IRRIGATION (PERFORMANCE) PART 1 - GENERAL 1.1 CONDITIONS AND REQUIREMENTS: A. General and Supplementary Conditions, and Division 1 General Requirements. 1.2 SUMMARY A. Work included: 1. Provide and install a complete and operating automatic irrigation system for all lawn and planting areas. 2. Connect to main water supply at existing site stubout as provided. 3. Sleeving under paved areas (by others) 4. Obtain and pay for all permits and fees for the work of this section. 5. Perform work on a design/construct basis, subject to the requirements of the Contract Documents, applicable codes, and good design practice. 6. Winterization of system. 1.3 SUBMITTALS A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: 1. Manufacturer's printed product information and catalog cut sheets for all system components; five copies. B. Shop Drawings: Submit shop drawings for underground irrigation system including plan layout and details illustrating location and type of head, type and size of valve, piping circuits, circuit GPM, pipe size, controls, and accessories. C. Record Drawings: At completion of this work, submit to the Contractor: 1. Record Drawings; reproducible and five prints. 2. Operations and Maintenance information (2 copies), including: a. Information including descriptive details, parts list, specifications, maintenance schedules and procedures for system components. b. Operation, adjustment of system and components instructions. c. Winterization procedures. d. Schedule indicating required open valve time to produce given precipitation amounts and seasonal adjustments. e. Warranties and guarantees. f. Submit five copies. 1A GUARANTEE A. Guarantee in writing all materials, equipment and workmanship furnished to be free of all defects of workmanshipand materials. Within one year after date of Substantial Completion repair Y P P or replace all defective parts or workmanship that may be found at no additional cost to Owner. B. Fill and repair all depressions and replace all necessary lawn and planting which result from the settlement of irrigation trenches for one year after date of 9 Y Substantial Completion. C. Supply all manufacturer's printed guarantees. 1.5 QUALITY ASSURANCE A. Contractor shall be licensed in the State in which this work is being performed. B. Contractor shall have at least two years prior experience in projects of equal or larger scope. Provide minimum of three references and list of similar projects with owners' names, addresses, and hone numbers when requested b Owner. P 4 Y C. Contractor shall employ on site at all times a foreman who is thoroughly experienced and competent in all phases of the work of this Section. 1.6 SYSTEM DESCRIPTION A. Design requirements: 1. Minimum water coverage: Planting areas - 85% Lawn areas - 100% 9 9 2. Layout stem to obtain optimum coverage using manufacturers standard Y Y P 9 9 heads. Spray on walks, walls or paved areas is not acceptable. 3. Zoning shall be designed for optimum use of available pressure and efficient distribution for es of plantings and shapes of planting areas. types P 9 P P 9 4. Design pressures: Install pressure regulating equipment as necessary. 5. Provide/install approved fixed tee or coupling device for air blow winterization. Location shall be on main supply line downstream from main shut off valve. 6. Install approved backflow prevention device in conformance with local or prevailing codes, and in approved site location. Provide for drainage without erosive damage. 1.7 EXTRA EQUIPMENT A. In addition to installed system, furnish owner with the following: 1. Valve operating key and marker key. 2. Wrench for each sprinkler head cover type. 3. Two (2) sprinkler head bodies of each size and type. 4. Two (2) nozzles for each size and type used. B. Store above items safely until Substantial Completion. C. Deliver above items at Substantial Completion. PART2-PRODUCTS 2.1 PIPE AND FITTINGS A. PVC 1120, ASTM D-1784, permanently marked with manufacturer's name, schedule rating, size, type. Solvent -weld type: 1. Pipe: a. Pressure lines: Schedule 40 solvent weld. b. Lateral lines: Class 200 pvc. c. Sleeving: Class 200 pvc. 2. Fittings: Schedule 40 PVC, solvent -weld type. Install threaded joints where required at valves, risers, etc. 3. Risers: Lawn and shrub heads - flexible and damage -resistant plastic "polypipe" riser. 4. Solvent: NSF approved solvent for Type I & II PVC. B. Polyethylene Pipe 1. Pipe: Class 100, 3/4" lateral line, for use on drip irrigation zone(s) where drip tubing is not otherwise used. 2. Fittings: Schedule 80 PVC. 3. Clamps: Stainless Steel. C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18" spacing. 2.2 SPRINKLER HEADS A. Description: Appropriate for application in throw, pressure and discharge. Each type of head shall be of a single manufacturer. Lawn heads: pop-up type. B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. 2.3 AUTOMATIC CONTROL SYSTEM A. General; Furnish low voltage system manufactured expressly for control of automatic circuit valves of underground irrigation systems. Provide unit of capacity to suit number of circuits as indicated. B. Control Enclosure: Manufacturers standard wall mount with locking cover,complying with NFPA 70. C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. PP Y Including switch for manual or automatic operation of each circuit. D. Timing Device: Adjustable 24-hour and 7 or 14 day clocks to operate any time of day and skip any day in a 7 or 14 day period. E. Wiring: Solid or stranded direct -burial type as recommended by manufacturer of control unit; type AWG-UF, UL approved. 2.4 VALVING A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, threaded connection with cross type handle designed to receive operating key. B. Automatic circuit valves: high impact plastic with corrosion -resistant internal parts. Low power solenoid control, normally closed, with manual flow adjustment; same manufacturer as control unit. 1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber valve if not connected to potable water. 2. Drip Control Zone Kit: Hunter PCZ-101. C. Quick coupler valve: brass or bronze construction with hinged top. One per zone or valve grouping. D. Manual drain valves: 1. Bronze construction, straight type, 150 pound class, threaded connections, with cross type operating handle designed to receive operating key. Calco, Champion 100, or approved equal. 2. Size: 3/4 inch. E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). G. Filter: Netafim Model DF075-120, 3/4" filter; one per drip zone. H. Air Relief Valve: Netafim Model TLAVRV, 2.5 MISCELLANEOUS A. Chemicals: primer and solvent glue as required by pipe manufacturer. B. Valve box - high impact plastic, green in color. C. Valve cover and frame - compatible with valve box with provision for locking. D. Drainage backfill - clean gravel or crushed stone, graded from 3" max to 3/4" min. PART 3 - EXECUTION 3.1 GENERAL A. Install system to provide for adequate protection against freeze damage. B. Install system in accordance with approved Contractor design drawings. All deviations from the plans must be approved, and clearly recorded on record drawing. C. Install system and components in strict accordance with manufacturer's recommendations. D. Install quick coupler(s) on main supply line, approximately equal spacing, at valve box locations or intervals of approximately 200 feet, whichever is greater. Locate adjacent to paved surfaces, at valve boxes where practical. 3.2 SURFACE CONDITIONS A. Examine the areas and conditions under which work will be performed. Notify Contractor of conditions detrimental to timely and proper completion of Section work. Do not proceed until unsatisfactory conditions are corrected. B. Locate all underground utilities and structures and notify Architect of any conflict with Section work. Protect structures and utilities. Repair or replace said structures or utilities damaged by this work at no cost to the Owner. 3.3 SLEEVING A. Sleeving installed by others. Coordinate with other trades. 3.4 TRENCHING AND BACKFILLING A. Trenching and backfilling shall be per applicable ISPWC Section. B. Cut trenches straight and without abrupt grade changes to allow the following minimum cover: 1. Main Lines and Sleeving: 18 inches. 2. PVC Laterals: 12 inches. C. Surround lines with 2 inches of clean rock -free material on all sides. 3.5 MISCELLANEOUS VALVES A. Install manual drain valves up stream. Install devise at mainline tap in accordance with manufacturer requirements for complete operation. Install backflow provision and connect to controller. 3.6 CIRCUIT VALVES A. Install in valve box, arranged for easy adjustment and removal. 1. Provide union on downstream side. 2. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler circuit. 3.7 PIPE INSTALLATION A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust blocks to be used at points of intersection and change of direction in main line pipe as per manufacturer's recommended specifications. Install manual drains. B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, wipe from surface all saw chips, dust, dirt, moisture and any foreign matter which may contaminate the cemented joint. Apply cleaner/ rimer and solvent Y 1 PP Y P cement, make joints in accordance with manufacturers recommendations. Use Teflon thread sealant (tape) at all threaded joints. C.Contractor shall size pipe according to schedule provided. Flow velocities shall PP 9 not exceed 5 feet/second in all cases. Lateral lines shall be laid out and installed per zone to balance the pressure loss and provide minimum fluctuation in system operating pressures. Pipe Size Pipe Section Pipe Size Pipe Section 3/4" 0-9 GPM 1 1/2" 26-34 GPM 1" 10-17 GPM 2" 3550 GPM 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM D. Techline DripLine: Place in shallow furrow at 1"-2" below finish topsoil grade, below layer P 9 � Y of specified mulch. Lay in uniform grid pattern in groundcover/shrub areas (rows 18"-24" apart max). Coil 20 linear feet at each balled and P ) burlapped tree around base and to allow for tree removal if required. Staple drip line every 36" max. Flush all lines with full head of water prior to installation of flush valves at end of circuit runs. E. Flush Valves: Install flush valve at end of each drip line run. 3.8 SPRINKLER HEADS A. Flush circuit lines with full head of water prior to head installation. 1. Install heads at level with mulch 2. Locate part -circle shrubbery heads to maintain a minimum distance of six inches (6") from walls and four inches (4") from other boundaries unless otherwise indicated. Keep overspray to a minimum. 3.9 CONTROL WIRE INSTALLATION A. Bury wires beside or below main line pipe in same trench. B. Bundle multiple wires together with tape at ten feet (10') maximum intervals. C. Provide 36 inch loop in wires at each valve where controls are connected and at 100' maximum intervals between. D. Make all electrical joints (splices) in boxes only. Make electrical joints waterproof. Scotch -Lock connectors, or approved. 3.10 AUTOMATIC CONTROLLER A. Install on site as approved. Verify location with Owner Representative. B. Install typewritten legend inside controller door. 3.11 TESTING A. Do not allow or cause any work of this Section to be covered up or enclosed until it has been inspected and tested. B. Pressure testing: 1. Make necessary provision for thoroughly bleeding the line of air and debris. 2. Before testing, cap all risers, and install all valves. 3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply and test for leakage. Test shall be approved if no greater than 5 psi loss occurs in 15 minutes. 4. Fill all zone lines with water to static pressure. Hold for 15 minutes. Inspect for leakage. 5. Contractor shall provide all required testing equipment and personnel. Test shall be performed in presence of Architect. Contractor shall make notice of test (48) hours in advance. 6. Provide required testing equipment and personnel. 7. Repair leaks, and retest until acceptance by the Architect. C. Coverage inspection: upon completion of all systems, perform a coverage test to determine if coverage of water afforded all areas is complete, adequate and uniform. Change heads, nozzles, orifices and/or adjustment as directed to provide uniform coverage. D. Final inspection: 1. Clean, adjust, and balance all systems. Verify that: a. Remote control valves are properly balanced; b. Heads are properly adjusted for radius and arc of coverage; c. The installed system is workable clean and efficient. E. Winterization: Winterizes stem at the end of first season of system operation. Y Y P Review procedures with Owner Representative. END OF SECTION Issue Description Date ISSUE 2-I�-21 SEEPAGE BED REV. 5-4-21 �g11111111//// \\\�.tti OF i i tx535 \� QL. 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SANTIA 0 ST. i TRA5H (�,ANS - - I I I III I III I EI 1 LU I I I I 1 Q 15-3 1 6-3 17-3 18-3 19-3 20-3 21 -3 22-3 1 1-- 6SOLID VINY � 2-4 3-4 DTI d I I I PERIMETER FE GE SEE DTL 4, 5HT L3 (TYP) LAND5CAPE Z 1-H6 I 1 2-FY �I BUFFER(TYP&-KF 3-GB 1-H6 I-Ht 3-PIS I-H6 1-H6 I-NS I-H6 2-GB 41 u� _ - B 31-cp 3-GB 3-GB 3-PS 31 2-GB 7-KF I-HG - 2-FY 4 Pi -3��54 - 3- FI 2-FY s 4- 7 A I-NS s 3 3-GB NS s 6-5M 2-F Y 5_ �G 5-SM 7-GB 3-GB ri - s - 5 4 - 6'ZG s 3-RS I-PF 2-GP -GRl-PF 2-GP - - 4-GR F. 4 GR 2-GP _ - -- SOD LAWN (TYP}-PF 4-GP I-PF - - - - —-PF W. USTICK RD.1 EOM MENT LAI 7 5CHrzr%Lrz (REFERENCE SHT 1-3) SYM GOMMON NAME EVERGREEN TREES NS COLUMNAR NORWAY SPRUCE VP VANDERWOLFS PINE WW WEEPING WHITE SPRUCE SHADE TREE5 (GLASS III) RO NORTHERN RED OAK 5HADE/5TREET TREES (GLA55 11) HL SKYLINE HONEYLOGUST ORNAMENTAL TREE5 (GLASS 1) AM FLAME AMUR MAPLE GP CHANTICLEER PEAR PF PRAIRIFIRE GRABAPPLE 5HRUB5/0RNAMENTAL 6RA55E5/PERENNIALS GB CRIMSON RUBY BARBERRY GR RED FLOWER CARPET ROSE FY SHOWOFF FORSYTHIA H6 HENRY'S GARNET SWEETSPIRE KF KARL FOERSTER GRASS RS RUS51AN SAGE SM SLOWMOUND MU60 PINE SW SUMMERWINE NINEBARK ZG ZABREO GOREOPSIS SOD SEEDED LAWN WW.W UNMOWN GRASS 6SOLID VINYL FENCE �• ALON6 PERIMETER PROPERTY LINES (TYP). 5EE DTL 4, SHT L3. 6' VINYL LATTICE TOP FENCE X X ADJACENT TO COMMON AREAS. (TYP). SEE DTL 5, SHT L3. EXISTING FENCE Cj$O (TYP) N®7 I. REFER TO SHEET L3 FOR PLANT SCHEDULE, LANDSCAPE NOTES, LANDSCAPE 4 FENGIN6 DETAILS, AND CALCULATIONS. 2. REFER TO SHEET L4 FOR ALL LANDSCAPE AND PERFORMANCE IRRIGATION SPECIFICATION REQUIREMENTS. NORTH 0' 30' 60' 90, 5GALE 1" = 30' OWNER ENC71 NEER HAYDEN HOMES IDAHO, LLC ERICKSON CIVIL, INC. C.0 ERIC SCHECK ROSS ERICKSON, P.E. 1406 N MAIN ST. 6213 N CLOVERDALE RD, STE 125 MERIDIAN, IDAHO 83642 BOISE, IDAHO 83712 KEY MAP Issue Description Date ISSUE 2-17-21 SEEPAGE BED REV. 5-4-21 %Aptl01' 11111 \ ,��``` ■��.iir lAAA\AR JENSENTBELTS ASSOCIATES Site Planning Landscape Architecture 1509 Tyrell Lane, Ste 130 Boise, Idaho 83706 Ph. (208) 343-7175 www.jensenbelts.com V Z Z V/ Z a. Op =Q U� �Cl) > Q as 0 J OLLJ oo a. W Cn Z 1 LL W H Job Number 2077 F ;,Checked KCS S SHOWN Sheet Title LANDSCAPE PLAN Sheet Number Ll 1 of 4 Sheets APPROVED 0412522 _..vna,a �o"zap oo, 12" 4 4P1 4PI 4PI� N V RETAIN 8 PROTECT EXI5TIN6 VE 6ETATION 4-GR o (TYP) 3-R5 \ W• W" I W` W' W \ z W W 00 5 2 4-2 3-2 2-2 I- HL �.L A\ 3-GR # \ It �0 o- q- p � II �— �d H w � 8W 8W SEEDED UNMOWN � n ' 2-FY W\ W W .. W 6RA55 (TYP) �/ ATION. SEE o — - �� �1�� I�TL 6, SHT L3 I-5W 8S 2-R5 \ ISION \ 4-FY W EXISTING TREES TO REMOVED - - - _IANGL \ 2-6 1 ®. SEE NOTE #q AND N o (TYP) \ \ "\� ` W W LANDSCAPE CALCULATIONS. N 3-Z \ ® \W 5HT L3 (TYP) SOP 2 -KF z� 2 -SM \ I-NS .. W \ - )=AWt� 3-FY - - 6-G x I-HL 3- 6 J 3-FY (TYP) 3-Z " I -SW 6' INYL LATTICE TQP FENCE c / • _ _ _ _ 4-6 AD AGENT TO COMMON 2-R5 W W W . W's• = , N A AS SEE DTL 5, 5k L3 1-5yy ; (TYPt1. 4-RS I-N5 - s - - 1 2-RS 2-R5 2 Z a 1 2-WW 4-GR 4--GPF -KF -GP S5 2-FYRY '® 3 5-HG 2-3 I-5M I -AM GE3 � N 2-5W 1-5 p 3-FY 4-RR Z 3-GR 4-GR -CLUSTER\W • . \ MAIL w 3-3 PAD BOX +� I-RO \ CONNECTION 1 PATHWAYS TO lG IRO - t NEIGHBORING OD I -AM �?� • Wie PATHWAY SYSTEM / LAWN (TYP) PLAYGROUND 4 3 GP SEATING AREA x 8- 3 RS -H6 W W91, EX15Q TREES TO REMAIN 4-3 1-VP 4 GR-VP �1os' AS PO5' 51BLE ADJACENT TO 2_51y 3 H6 I -SW �, . DIT H TILE. AREA TO BE 3-RS 8-Z y s� W U ER SEEDED W/ UNMOWN 4-GR 3-R5e GRASS FOR MINIMAL + 3-FY 515— W • DISTURBANCE (TYP) V �I-H17 b l CAR oe -6 5-6 -6 5-3 ;9e EXISTING FENCE 3- W W9e• W W W W.. (TYP) Sella --3-R5 LAW CD (TY I - W + W W SEED DW.W. 6-3.. \ Q W"W�yrovar�Is .".`' z "w.W.= W�i� - - Wy -- -- (4-Y ZID \ I-RO -8W- -80-\` 8W �8W \ l_cbI FY 44R5 - - - - - W. HO STAKE ST.sri 6-GR I-sW x - 5-ZG 7 - 6 -R5 7-3 I 0 MATCHLINE L2- 4� 4P - - - - MATCHLINE L1 I _ LAI 7 5CHrzr%Lrz (REFERENCE SHT L3) SYM GOMMON NAME EVERGREEN TREES NS COLUMNAR NORWAY SPRUCE VP VANDERWOLFS PINE WW WEEPING WHITE SPRUCE SHADE TREES (GLASS III) RO NORTHERN RED OAK SHADE/STREET TREES (GLASS II) HL SKYLINE HONEYLOGUST ORNAMENTAL TREES (GLASS U AM FLAME AMUR MAPLE GP CHANTICLEER PEAR PF PRAIRIFIRE GRABAPPLE SHRUBS/ORNAMENTAL 6RA55E5/PERENNIALS GB CRIMSON RUBY BARBERRY GR RED FLOWER CARPET ROSE FY SHOWOFF FORSYTHIA H6 HENRY'S GARNET SWEETSPIRE KF KARL FOERSTER GRASS RS RUS51AN SAGE SM SLOWMOUND MU&O PINE SW SUMMERWINE NINEBARK ZG ZABREO GOREOPSIS F-1 SOD SEEDED LAWN WW.W UNMOWN GRASS 6SOLID VINYL FENCE �• ALON6 PERIMETER PROPERTY LINES (TYP). SEE DTL 4, SHT L3. 6' VINYL LATTICE TOP FENCE X X ADJAGENT TO COMMON AREAS. (TYP). SEE DTL 5, SHT L3. EXISTING FENCE Cj$O (TYP) I 0 7 I. REFER TO SHEET L3 FOR PLANT SCHEDULE, LANDSCAPE NOTES, LANDSCAPE 4 FENGIN6 DETAILS, AND CALCULATIONS. 2. REFER TO SHEET L4 FOR ALL LANDSCAPE AND PERFORMANCE IRRIGATION SPECIFICATION REQUIREMENTS. NORTH 0' 30' 60' 90, SCALE 1" = 30' OWNER ENC71 NEER HAYDEN HOMES IDAHO, LLC C.0 ERIC SCHECK 1406 N MAIN ST. MERIDIAN, IDAHO 83642 ERICKSON CIVIL, INC. ROSS ERICKSON, P.E. 6213 N CLOVERDALE RD, STE 125 BOISE, IDAHO 83712 KEY MAP Issue Description Date ISSUE 2-1-7-21 SEEPAGE BED REV. 5-4-21 Ic Sc annlm��` ■��.iir lAAA\AR +tI1111— JENSENTBELTS ASSOCIATES Site Planning Landscape Architecture 1509 Tyrell Lane, Ste 130 Boise, Idaho 83706 Ph. (208) 343-7175 www.jensenbelts.com 1_J Z Z J 0/ Z a. Op =Q U� �LE � > as 0 J OLLJ La. W Cn J Z LL Job Number 2077 Drawn Checked JJN KCS Scale AS SHOWN Sheet Title LANDSCAPE PLAN Sheet Number L2 2 of 4 Sheets APPROVED 04125,22 _..v"a,a�os zo�oo,n 4" 2'-c 2 x BALL DIA. 3' x 2" x 2" CEDAR STAKE, 2 PER TREE. SET STAKES PARALLEL TO PREVAILING WIND. SECURE WITH RUBBER GINGH TIES. DO NOT PENETRATE ROOTBALL. 5EE NOTE 3. ROOT GROWN TO BE 1-2" ABOVE FINISH GRADE. TRUNK FLARE MUST BE VISIBLE IN PLANTING BEDS: MULCH AS SPECIFIED. BRUSH AWAY FROM TRUNK. FERTILIZER TA55 AS SPECIFIED SNIP BASKET 4 TURN BACK BURLAP 1/5. BAGKFILL W/ TOPSOIL MIX AS SPECIE? 4 TAMP LOOSELY IN 4"-6" LIFTS NOTES: I. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. 2. VINYL FENCE STYLE MAY VARY SLIGHTLY. 3. SAND COLOR NOTES: I. REMOVE ALL TWINE, ROPE, OR BINDINGS FROM ALL TRUNKS. 2. REMOVE BURLAP AND WIRE BASKETS FROM THE TOP 1/3 OF ALL ROOT BALLS AFTER PLANTING. IF SYNTHETIC WRAP/BURLAP 15 USED, IT MUST BE COMPLETELY REMOVED. 4 O 3. STAKING OF TREES TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR 15 RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND REMAIN STRAIGHT FOR A MIN OF I YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE I YEAR WARRANTY PERIOD. 4. TREES PLANTED IN TURF AREAS: REMOVE TURF 3' DIA. FROM TREE TRUNK. O TREE PLANT I N6/STAK I N6 NOT TO 51—ALE IN PLANTING BEDS: MULCH AS SPECIFIED. BRUSH AWAY FROM STEM. TURN BACK BURLAP, TOP 1/3 OF BALL. KEEP GROUND LINE SAME AS NURSERY. FERTILIZER TABS AS SPECIFIED PLANTING 501L AS PER SPECS. NOTE: DI6 HOLE TWIGE THE 51ZE OF ROOTBALL. O SHRUB PLANTING NOT TO SCALE VINYL PRIVACY EENGE POST 5 i Gt�r z" x 5 Y2" RAIL x 6" VINYL GKET PANELS " x 5" SO P05T N6 PER MF6 MMENDATI ON5 NOT TO 51-ALE LAI 7 5 H VL SYM GOMMON NAME EVERGREEN TREES N5 COLUMNAR NORWAY SPRUCE VP VANDERWOLFS PINE WW WEEPING WHITE SPRUCE SHADE TREES (GLASS III) RO NORTHERN RED OAK SHADE/STREET TREES (GLASS 11) HE SKYLINE HONEYLOGU5T ORNAMENTAL TREES (GLASS I) AM FLAME AMUR MAPLE GP CHANTICLEER PEAR PF PRAIRIFIRE GRABAPPLE SHRUBS/ORNAMENTAL GRAS5E5/PERENNIAL5 GB CRIMSON RUBY BARBERRY GR RED FLOWER CARPET ROSE FY SHOWOFF FORSYTHIA HIS HENRY'S GARNET SWEETSPIRE KF KARL FOERSTER 6RA55 RS RUSSIAN SASE SM 5LOWMOUND MU60 PINE SW SUMMERWINE NINEBARK ZG ZABRE6 GOREOPSIS SOD SEEDED F-1 LAWN .WWW UNMOWN GRASS BOTANIGAL NAME SIZE PIGEA ABIES 'GUPRESSINA' 6-8' HT B4B PINUS FLEXIL15 'VANDERWOLFS' 6-8' HT B4B PIGEA 6LAGUA 'PENDULA' 6-8' HT B4B OUERGUS RUBRA 2" GAL B4B 6LEDITSIA TRIAGANTHOS INERMIS 'SKYGOLE' 2" GAL B4B AGER 61NNALA 'FLAME' 6-8' HT. MULTI -STEM PYRUS GALLERYANA 'GLEN'S FORM' 2" GAL B$B MALUS 'PRAIRIFIRE' 2" GAL B$B BERBERIS THUNBER611 'GRIRUZAM' 3 GAL ROSA 'FLOWER CARPET- NOARE' 2 GAL FORSYTHIA x INTERMEDIA 'MINDOR' 5 GAL ITEA VIR6INIGA 'HENRY'S GARNET' 5 GAL GALAMA6ROSTIS x AGUTIFLORA 'K.F.' I SAL PEROVSKIA ATRIPLIGIFOLIA 3 GAL PINUS MU60 'SLOWMOUND' 3 GAL PHYSOGARPUS OPULIFOLIA 'SEWARD' 5 6AL GOREOPSIS 'ZA6REB' 16AL 6VINYL LATTICE TOP 6SOLID VINYL FENCE RAIL FENCE ADJACENT ALONG PERIMETER EXISTING FENCE TO COMMON AREAS (TYP). PROPERTY LINES (TYP). �� (TYP) SEE DTL 5, THIS SHT. SEE DTL 4, THIS SHT. 9PEN LATTICE TOP '&0% OPEN VISION) 'ER MERIDIAN CITY )DG I I-3A--1A.-1 N C 7 5 30TTOM 4 :ENTER RAIL 'ANELS PER MFG RECOMMENDATIONS NOTES: I. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. 2. VINYL LATTICE FENGE STYLE MAY VARY SLIGHTLY. 3. SAND GOLOR. O VINYL LATTI GE TOP EENGE NOT TO 5GALE I. ALL PLANTING AREAS SHALL BE INSTALLED BE IN ACCORDANCE WITH CITY OF MERIDIAN CODE. REFER TO SHEET L4 - SPEC SECTION 32 q0 00 - LANDSCAPE SPECIFICATIONS. 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIG UNDERGROUND IRRIGATION SYSTEM. REFER TO SHEET L4 - SPEC SECTION 32 84 00 - IRRIGATION PERFORMANCE SPECIFICATIONS. 3. LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION. 4. TREES SHALL NOT BE PLANTED WITHIN THE 10-FOOT CLEAR ZONE OF ALL AGHD STORM DRAIN PIPE, STRUCTURES, OR FACILITIES IN PARKSTRIPS. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. ALL SHRUBS PLANTED OVER OR ADJACENT TO SEEPAGE BEDS TO HAVE A ROOT BALL THAT DOES NOT EXCEED lb" IN DIAMETER. NO LAWN SOD TO BE PLACED OVER DRAINAGE SWALE SAND WINDOWS. 5. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLE AT ALL INTERSECTIONS. NO CONIFEROUS TREES OR SHRUBS OVER 3' HIGH AT MATURITY WILL BE LOCATED WITHIN SIGHT TRIANGLE OR AGHD ROW. AS TREES MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO MEET AGHD REQUIREMENTS FOR MAINTAININ6 CLEAR VISIBILITY WITHIN 40' STREET VISION TRIANGLE. 6. TREES SHALL BE PLANTED NO CLOSER THAN 50' FROM INTERSECTION STOP 516NS. 7. TREE LOCATIONS MAY BE ALTERED TO AGGOMMODATE UTILITIES. TREES SHALL NOT BE PLANTED WITHIN 5' OF WATER METERS OR UNDERGROUND UTILITY LINES. 8. PLANT LIST 15 SUBJECT TO SUBSTITUTIONS OF SIMILAR SPECIES DUE TO PLANT MATERIAL AVAILABILITY. BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED FROM TREES. q. THERE ARE SIX (6) TREES TO BE REMOVED. SEE LANDSCAPE CALCULATIONS FOR MITIGATION REQUIREMENTS. RI PET WASTE STATION TO BE DOGIPOT (1-500-364-1651) 1{ ALUMINUM DOGIPOT PET STATION MODEL #1003-L OR APPROVED EQUAL. L AI � I S A A L U L A 7 I C I � j� 15 FINISH ON TRASH REGEPTAGLE TO BE BLACK LOGATION BUFFER WIDTH LENGTH REQUIRED PROVIDED N (#l20(9BLK-L) W. USTIGK RD. 11.5' 4461 55' = 13 TREES 20 TREES " QUANTITY: ONE (1) TURF b MULCH LOCATIONS: IN 006 PARK AREA - A5 SHOWN ON PLAN COMMON AREA 41,560 / 8,000 = 6 TREES 23 TREES PER SPEC TOTAL NUMBER OF TREES: Iq TREES 43 TREES GLASS I TREES PROVIDED ADJACENT TO W. USTIGK ROAD DUE TO OVERHEAD POWER LINES. MINN COLOR NOT 4 h RR REPRESENTATIVE E16HTEEN (18) TREES ARE TO BE RETAINED IN THE USER'S DITCH DRAIN ADJACENT TO THE 1 O 1_I I I —III_ WEST PROPERTY LINE. 25q.5 CALIPER INCHES WILL BE RETAINED. �III � III � � � -III FINISH TO BE =III III —III- POWDERGOATED SIX (6) TREES ARE TO BE REMOVED AS VERIFY BY THE MERIDIAN CITY FORESTER. A BLACK MITIGATION TOTAL OF 14cl CALIPER INCHES. 48 CALIPER INCHES WILL BE MITIGATED FOR FINI5H� I11I - GUT EDGE TOP SOIL ON -SITE WITH TREES PROVIDED BEYOND THE MINIMUM REQUIREMENTS. GRADE O PLANTER GUT BED EDGE NOT TO 51—ALE O PET HASTE STATION NOT TO 5GALE OWNER HAYDEN HOMES IDAHO, LLC C.0 ERIC SCHECK 1406 N MAIN ST. MERIDIAN. IDAHO 83642 ENGINEER ERICKSON CIVIL, INC. ROSS ERICKSON, P.E. 6213 N CLOVERDALE RD, STE 125 BOISE, IDAHO 83712 6VINYL LATTICE TOP 6SOLID VINYL FENCE RAIL FENCE ADJACENT ALONG PERIMETER EXISTING FENCE TO COMMON AREAS (TYP). PROPERTY LINES (TYP). �� (TYP) SEE DTL 5, THIS SHT. SEE DTL 4, THIS SHT. 9PEN LATTICE TOP '&0% OPEN VISION) 'ER MERIDIAN CITY )DG I I-3A--1A.-1 N C 7 5 30TTOM 4 :ENTER RAIL 'ANELS PER MFG RECOMMENDATIONS NOTES: I. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. 2. VINYL LATTICE FENGE STYLE MAY VARY SLIGHTLY. 3. SAND GOLOR. O VINYL LATTI GE TOP EENGE NOT TO 5GALE I. ALL PLANTING AREAS SHALL BE INSTALLED BE IN ACCORDANCE WITH CITY OF MERIDIAN CODE. REFER TO SHEET L4 - SPEC SECTION 32 q0 00 - LANDSCAPE SPECIFICATIONS. 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIG UNDERGROUND IRRIGATION SYSTEM. REFER TO SHEET L4 - SPEC SECTION 32 84 00 - IRRIGATION PERFORMANCE SPECIFICATIONS. 3. LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION. 4. TREES SHALL NOT BE PLANTED WITHIN THE 10-FOOT CLEAR ZONE OF ALL AGHD STORM DRAIN PIPE, STRUCTURES, OR FACILITIES IN PARKSTRIPS. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. ALL SHRUBS PLANTED OVER OR ADJACENT TO SEEPAGE BEDS TO HAVE A ROOT BALL THAT DOES NOT EXCEED lb" IN DIAMETER. NO LAWN SOD TO BE PLACED OVER DRAINAGE SWALE SAND WINDOWS. 5. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLE AT ALL INTERSECTIONS. NO CONIFEROUS TREES OR SHRUBS OVER 3' HIGH AT MATURITY WILL BE LOCATED WITHIN SIGHT TRIANGLE OR AGHD ROW. AS TREES MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO MEET AGHD REQUIREMENTS FOR MAINTAININ6 CLEAR VISIBILITY WITHIN 40' STREET VISION TRIANGLE. 6. TREES SHALL BE PLANTED NO CLOSER THAN 50' FROM INTERSECTION STOP 516NS. 7. TREE LOCATIONS MAY BE ALTERED TO AGGOMMODATE UTILITIES. TREES SHALL NOT BE PLANTED WITHIN 5' OF WATER METERS OR UNDERGROUND UTILITY LINES. 8. PLANT LIST 15 SUBJECT TO SUBSTITUTIONS OF SIMILAR SPECIES DUE TO PLANT MATERIAL AVAILABILITY. BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED FROM TREES. q. THERE ARE SIX (6) TREES TO BE REMOVED. SEE LANDSCAPE CALCULATIONS FOR MITIGATION REQUIREMENTS. RI PET WASTE STATION TO BE DOGIPOT (1-500-364-1651) 1{ ALUMINUM DOGIPOT PET STATION MODEL #1003-L OR APPROVED EQUAL. L AI � I S A A L U L A 7 I C I � j� 15 FINISH ON TRASH REGEPTAGLE TO BE BLACK LOGATION BUFFER WIDTH LENGTH REQUIRED PROVIDED N (#l20(9BLK-L) W. USTIGK RD. 11.5' 4461 55' = 13 TREES 20 TREES " QUANTITY: ONE (1) TURF b MULCH LOCATIONS: IN 006 PARK AREA - A5 SHOWN ON PLAN COMMON AREA 41,560 / 8,000 = 6 TREES 23 TREES PER SPEC TOTAL NUMBER OF TREES: Iq TREES 43 TREES GLASS I TREES PROVIDED ADJACENT TO W. USTIGK ROAD DUE TO OVERHEAD POWER LINES. MINN COLOR NOT 4 h RR REPRESENTATIVE E16HTEEN (18) TREES ARE TO BE RETAINED IN THE USER'S DITCH DRAIN ADJACENT TO THE 1 O 1_I I I —III_ WEST PROPERTY LINE. 25q.5 CALIPER INCHES WILL BE RETAINED. �III � III � � � -III FINISH TO BE =III III —III- POWDERGOATED SIX (6) TREES ARE TO BE REMOVED AS VERIFY BY THE MERIDIAN CITY FORESTER. A BLACK MITIGATION TOTAL OF 14cl CALIPER INCHES. 48 CALIPER INCHES WILL BE MITIGATED FOR FINI5H� I11I - GUT EDGE TOP SOIL ON -SITE WITH TREES PROVIDED BEYOND THE MINIMUM REQUIREMENTS. GRADE O PLANTER GUT BED EDGE NOT TO 51—ALE O PET HASTE STATION NOT TO 5GALE OWNER HAYDEN HOMES IDAHO, LLC C.0 ERIC SCHECK 1406 N MAIN ST. MERIDIAN. IDAHO 83642 ENGINEER ERICKSON CIVIL, INC. ROSS ERICKSON, P.E. 6213 N CLOVERDALE RD, STE 125 BOISE, IDAHO 83712 30TTOM 4 :ENTER RAIL 'ANELS PER MFG RECOMMENDATIONS NOTES: I. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. 2. VINYL LATTICE FENGE STYLE MAY VARY SLIGHTLY. 3. SAND GOLOR. O VINYL LATTI GE TOP EENGE NOT TO 5GALE I. ALL PLANTING AREAS SHALL BE INSTALLED BE IN ACCORDANCE WITH CITY OF MERIDIAN CODE. REFER TO SHEET L4 - SPEC SECTION 32 q0 00 - LANDSCAPE SPECIFICATIONS. 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIG UNDERGROUND IRRIGATION SYSTEM. REFER TO SHEET L4 - SPEC SECTION 32 84 00 - IRRIGATION PERFORMANCE SPECIFICATIONS. 3. LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION. 4. TREES SHALL NOT BE PLANTED WITHIN THE 10-FOOT CLEAR ZONE OF ALL AGHD STORM DRAIN PIPE, STRUCTURES, OR FACILITIES IN PARKSTRIPS. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. ALL SHRUBS PLANTED OVER OR ADJACENT TO SEEPAGE BEDS TO HAVE A ROOT BALL THAT DOES NOT EXCEED lb" IN DIAMETER. NO LAWN SOD TO BE PLACED OVER DRAINAGE SWALE SAND WINDOWS. 5. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLE AT ALL INTERSECTIONS. NO CONIFEROUS TREES OR SHRUBS OVER 3' HIGH AT MATURITY WILL BE LOCATED WITHIN SIGHT TRIANGLE OR AGHD ROW. AS TREES MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO MEET AGHD REQUIREMENTS FOR MAINTAININ6 CLEAR VISIBILITY WITHIN 40' STREET VISION TRIANGLE. 6. TREES SHALL BE PLANTED NO CLOSER THAN 50' FROM INTERSECTION STOP 516NS. 7. TREE LOCATIONS MAY BE ALTERED TO AGGOMMODATE UTILITIES. TREES SHALL NOT BE PLANTED WITHIN 5' OF WATER METERS OR UNDERGROUND UTILITY LINES. 8. PLANT LIST 15 SUBJECT TO SUBSTITUTIONS OF SIMILAR SPECIES DUE TO PLANT MATERIAL AVAILABILITY. BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED FROM TREES. q. THERE ARE SIX (6) TREES TO BE REMOVED. SEE LANDSCAPE CALCULATIONS FOR MITIGATION REQUIREMENTS. RI PET WASTE STATION TO BE DOGIPOT (1-500-364-1651) 1{ ALUMINUM DOGIPOT PET STATION MODEL #1003-L OR APPROVED EQUAL. L AI � I S A A L U L A 7 I C I � j� 15 FINISH ON TRASH REGEPTAGLE TO BE BLACK LOGATION BUFFER WIDTH LENGTH REQUIRED PROVIDED N (#l20(9BLK-L) W. USTIGK RD. 11.5' 4461 55' = 13 TREES 20 TREES " QUANTITY: ONE (1) TURF b MULCH LOCATIONS: IN 006 PARK AREA - A5 SHOWN ON PLAN COMMON AREA 41,560 / 8,000 = 6 TREES 23 TREES PER SPEC TOTAL NUMBER OF TREES: Iq TREES 43 TREES GLASS I TREES PROVIDED ADJACENT TO W. USTIGK ROAD DUE TO OVERHEAD POWER LINES. MINN COLOR NOT 4 h RR REPRESENTATIVE E16HTEEN (18) TREES ARE TO BE RETAINED IN THE USER'S DITCH DRAIN ADJACENT TO THE 1 O 1_I I I —III_ WEST PROPERTY LINE. 25q.5 CALIPER INCHES WILL BE RETAINED. �III � III � � � -III FINISH TO BE =III III —III- POWDERGOATED SIX (6) TREES ARE TO BE REMOVED AS VERIFY BY THE MERIDIAN CITY FORESTER. A BLACK MITIGATION TOTAL OF 14cl CALIPER INCHES. 48 CALIPER INCHES WILL BE MITIGATED FOR FINI5H� I11I - GUT EDGE TOP SOIL ON -SITE WITH TREES PROVIDED BEYOND THE MINIMUM REQUIREMENTS. GRADE O PLANTER GUT BED EDGE NOT TO 51—ALE O PET HASTE STATION NOT TO 5GALE OWNER HAYDEN HOMES IDAHO, LLC C.0 ERIC SCHECK 1406 N MAIN ST. MERIDIAN. IDAHO 83642 ENGINEER ERICKSON CIVIL, INC. ROSS ERICKSON, P.E. 6213 N CLOVERDALE RD, STE 125 BOISE, IDAHO 83712 Issue Description Date ISSUE 2-17-21 SEEPAGE BED REV. 5-4-21 r lAAA\AR * Ai•��, JEI'�SENTBELTS ASSOCIATES Site Planning Landscape Architecture 1509 Tyrell Lane, Ste 130 Boise, Idaho 83706 Ph. (208) 343-7175 www.jensenbelts.com OF V Z Z J �/ / Z a. Op =Q U� o� � as J 0 O oo W Cn J LLJ a. Z 1 �L W Job Number 2077 Drawn Checked JJN KCS Scale AS SHOWN Sheet Title LANDSCAPE PLAN Sheet Number L3 3 of 4 Sheets a ER� N 32 90 00 - LANDSCAPE WORK APPROVED -GENERAL okh (KrzW2 ATED DOCUMENTS BILE NUMBER. ,Ps - wings and general provisions of Contract, including General and Supplementary Conditions and ision 1 Specification Sections. 1.2 SUMMARY A. This Section includes provisions for the following items: 1. Trees. 2. Shrubs; Ground cover. 3. Lawns. 4. Topsoil and Soil Amendments. 5. Miscellaneous Landscape Elements. 6. Initial maintenance of landscape materials. B. Related Sections: The followingsections contain requirements. 4 1. Underground sprinkler system is specified in Section 32 84 00 - Irrigation 9 P Y P 9 1.3 QUALITY ASSURANCE A. Subcontract landscape work to a single firm specializing in landscape work. B. Source Quality Control: Q y 1. General: Ship landscape materials with certificates of inspection required by governing authorities. Comply with regulations applicable to landscape materials. 2. Do not make substitutions. If specified landscape material is not obtainable, submit proof of non -availability to Architect, with proposal for use of equivalent material. 3. Analysis and Standards: Package standard products with manufacturer's certified analysis. For other materials, provide analysis by recognized laboratory made in accordance with methods established by the Association of Official Agriculture Chemists, wherever applicable. 4. Trees, Shrubs and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, size, genus, species, and variety shown and scheduled for work complying with recommendations and requirements of ANSI Z60.1 "American Standard for Nursery Stock". Provide healthy, vigorous stock, grown in recognized nursery in accordance with good horticultural practice and free of disease, insects, eggs, larvae, and defects such as knots, sun -scald, injuries, abrasions, or disfigurement. 5. Label at least one tree and one shrub of each variety with attached waterproof tag with legible designation of botanical and common name. a. Where formal arrangements or consecutive order of trees or shrubs are shown, select stock for uniform height and spread. 6. Inspection: The Architect may inspect trees and shrubs either at lace of growth or at site before P Y P P planting, for compliance with requirements for genus, species, variety, size, and quality. Architect retains right to further inspect trees and shrubs for size and condition of balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from project site. 1.4 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Plant and Material Certifications: 1. Certificates of inspection as required by governmental authorities. 2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. 3. Label data substantiating that plants, trees, shrubs and planting materials comply specified requirements. 4. Seed vendor's certified statement for each grass seed mixture required, stating botanical and common name, percentages by weight, and percentages of purity, germination, and weed seed for each grass seed species. C. Mulch: Submit 1 gal bag of mulch sample for approval. 1.5 DELIVERY, STORAGE AND HANDLING A. Seed shall be delivered to site in unopened container, with seed and inert material content clearly marked on outside of container. Container shall be stored on site for tally. B. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against drying and breaking of rolled strips. C. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery unless otherwise approved by Architect. Do not bend or bind -tie trees or shrubs in such manner as to damage bark, break branches, or destroy natural shape. Provide protective covering during delivery. Do not drop balled and burlapped stock during delivery. D. Deliver trees and shrubs after preparations for planting have been completed and plant P P P 9 P immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in shade, protect from weather and mechanical damage, and keep roots moist by covering with mulch, burls or other acceptable means of retaining moisture. P P 9 E. Do not remove container- rown stock from containers until planting time. 9 P 9 F. Do not dropor dump materials from vehicles during delivery or handling. Avoid an damage to P 9 rY 9 Y 9 Footballs during deliver, storage and handling. 1.6 JOB CONDITIONS A. Utilities: Determine location of underground utilities and work in a manner which will avoid possible r9 damage. Hand excavate as required. Maintain grade stakes until removal is mutually agreed 9 4 9 Y 9 Y upon b parties concerned. P B. Excavation: When conditions detrimental to plant growth are encountered such rubble fill adverse P 9 � , drainage conditions, or obstructions, notify Architect before planting. C. Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or recondition 1 P P 1 P to prior conditions at project completion. P P 1 P D. Tree Protection: 1. Existingtrees to remain should be protected before an site/demolition Tree protection area is P Y defined as the area within the drip line diameter. 2. Place protective fencing around a tree protection zone. Protective fencing should consist of a P 9 P 9 highly visible physical barrier a minimum 6-foot high, chain -link fence is recommended to be 9 Y ,P Y ( 9 � ) placed 10 It outside the dripline of the tree(s). 3. Do not striptopsoil or rub under story within protection area. The tree under story to be P 9 rY P rY removed shall be cut instead of pulling or grubbing. Leave the soil undisturbed. 4. Prohibit earth stockpiling, material storage, vehicle parking and traffic within tree protection area. 5. Prohibit dumping of refuse, chemicals, other materials and puddling or running water that may injure tree growth. 1 6. Prohibit cutting,breaking and skinning of branches and roots. All pruning of branches and 9 9 P 9 roots is to be performed b Y the Arborist. P 7. Prohibit skinning 9 and bruising of bark. 8. No changes in grade should be made within the dri line of existing trees. 9 9 P 9 9. Temporary irrigation is hi hl recommended for all remaining trees during construction. This P rYhighly 9 9 system should provide adequate coverage and quantity of water during all phases of construction. 10. Before the contractor leaves the site, all existing trees which have been damaged due to construction should be repaired/replaced at the expense of the contractor. E. Excavation Around Trees: 1. Where trenching is required in the vicinity of the tree, proceed as follows: a. As the trench approaches the drip line of the tree, dig by hand until the roots encountered are two inches or larger in diameter. b. A similar trench is to be dug on the opposite of the tree and a tunnel augured under the tree between the two trenches at a depth of 4 feet. c. If auguring is impractical, continue digging by hand. Carefully dig under any roots over 4 inches in diameter. Do not cut main lateral roots or tap roots. 2. Where excavating for new construction is required in soil containing the roots of the tree, hand excavate to minimize damage to root system. Use narrow tine spading forks and comb soil to expose roots. Relocate roots back into backfill areas wherever possible. If large main lateral roots are encountered, expose beyond excavation limits as required to bend and relocate without breaking. 3. If root relocation is not practical, cut roots approximately 3 inches back from new construction. 4. Any digging or cutting that tears roots or disturbs soil beyond the grading limit is unacceptable. All roots larger than one inch must be cut by the Arborist. 5. Do not allow exposed roots to dry before permanent backfill is placed; provide temporary support and protect roots against damage until permanently relocated and covered with backfill. F. Construction Pruning: 1. Hire an Arborist certified by the International Society of Arboriculture. Where roots have been cut, Arborist shall prune the tree to compensate for root loss and prune any low limbs which may interfere with construction activities. Compensate in approximate direct proportion to root loss. Do not use any sort of paint or dressing on wounds or pruning cuts. Root pruned and construction pruned tree shall be fertilized by the landscape contractor by broadcasting sulfur coated area 38-0-0 at the rate of 5 1/4 lbs. Per 1,000 square feet (2 lbs. N.) Over the root zones of the trees. 1.7 SEQUENCING AND SCHEDULING A. Planting Time: Proceed with, and complete landscape work as rapidly as portions of site become available, working within seasonal limitations for each kind of landscape work required. 1. Plant or install all plant materials during normal planting seasons from 15 March to 15 November. 2. Correlate planting with specified maintenance periods to provide maintenance from date of P 9 P P substantial completion. B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior to planting of lawns, unless otherwise acceptable to Architect. If planting of trees and shrubs occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting from planting operations. 1.8 SPECIAL PROJECT WARRANTY A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. B. Warranty trees and shrubs, for a period of one year after date of substantial completion, against defects including death and unsatisfactory growth, except for defects resulting from neglect by Owner, abuse or damage by others, or unusual phenomena or incidents beyond Landscape Installer's control. C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during warranty period. Make replacements during growth season following end of warranty period. Replace trees and shrubs which are in doubtful condition at end of warranty period; unless, in opinion of Architect, it is advisable to extend warranty period for a full growing season. PART 2-PRODUCTS 2.1 TOPSOIL A. If deemed usable, native topsoil shall be stockpiled for re -use in landscape work. Topsoil shall be fertile friable natural loam surface soil reasonable free of subsoil clay lumps, s, brush weeds roots, stumps, stones larger than 1 inch in any dimension, and other extraneous or toxic matter harmful to plant growth. 1. Contractor shall send a minimum of three (3) representative topsoil samples for testing. See testing requirements below. Contractor is responsible for whatever soil additives are recommended by the tests. Submit to Architect for approval. Compost will be added to other additives and added regardless of test results. B. If quantity of stockpiled topsoil is insufficient contractor to provide imported topsoil that is fertile 4 Y P P P P P friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and other litter, and free of roots, stumps, stones larger than 1 inches in any dimension, and other extraneous or toxic matter harmful to plant growth. 1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project site. Obtain topsoil only from naturally well -drained sites where topsoil occurs in a depth of not less than 4 inches. Do not obtain from bogs or marshes. 2. Composition: Topsoil shall contain from 1 to 20% organic matter as determined by the Organic Carbon, 6A, Chemical Analysis Method described in USDA Soil Survey Investigation Report No. 1. Maximum particle size, 3/4-inch, with maximum 3 % retained on 1/4-inch screen. Other components shall conform to the following limits: pH 6.5 to 7.5 Soluble Salts 600 ppm maximum Silt 25-50% Clay 10-30 % Sand 20-50% 3. Contractor shall submit representative soil report on imported topsoil proposed for use for approval. Report shall meet standards below. Contractor is responsible for whatever soil additives are recommended by the test. Compost will be in addition to other additives and added regardless of test results. C. Soil Testing 1. Soil tests are required for this project (see above for requirements). Test shall be provided as follows: a. Provide certified analysis at time of sample submitted (three samples imported topsoil). Amend soils per chemist's recommendations and as herein specified unless otherwise approved by Architect. 2. Test shall include, but not limited to recommendations on chemical distributions, organic contents, pH factors, and sieve analysis as necessary. Test #1T by Western Laboratories (1-800-658-3858)is required. 3. Contractor is responsible for whatever soil additives are recommended by the soil testing laboratory. 4. Contractor shall coordinate, obtain and pay for all soil tests. 5. If regenerative noxious weeds are present in the soil, remove all resultant growth including roots throughout one-year period after acceptance of work, at no cost to Owner. 2.2 pH ADJUSTERS A. When pH does not comply with this specification, commercial grade aluminum sulfate shall be used to adjust soil pH. 2.3 SOIL AMENDMENTS A. Compost: Compost: "Cascade Compost" from Cloverdale Nursery (208) 375-5262 and NuSoil Compost (208) 629-6912 or approved equal in equal amounts by volume. B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It shall be free -flowing and packaged in new waterproof, non -overlaid bags clearly labeled as to weight, manufacturer, and content. Protect materials from deterioration during delivery and while stored at site. 1. Commercial fertilizer "A" for trees and shrubs during planting; slow release Agriform Planting 5-gram tablets 20-10-5 type or equal. 2. Commercial fertilizer "B" for lawn areas, applied to bed prior to seeding or sodding, to be 16-16-17 applied at the rate of ten pounds per acre. 3. Commercial fertilizer "C" for lawn areas three to four weeks after planting (sod) or after first mowing(seed). Organic Fertilizer Milor anite 6-0-2 a orequal. ( ) 9 9 ( ) type C. Herbicide: Pre -emergent for topical application in planting beds. Oxiadiazon 2G brand or pre -approved equal. Use in accordance with manufacturers recommendation on all planting beds. 2.4 PLANT MATERIALS A. Quality: Provide trees shrubs and other plants of size genus, species, and variety shown for tY p , 9 P tY landscape work and complyingwith recommendations and requirements of ANSI Z60.1 "American P 9 Standard for Nursery Stock". B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching configuration recommended by ANSI Z60.1 for type and species required. Single stem trees except where special forms are shown or listed. C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum number of canes required b ANSI Z60.1 for a and height of shrub. 4 Y type 9 D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. Dimensions indicate minimum spread for spreading and semi -spreading type evergreens and height for other es such as lobe dwarf, cone pyramidal, broad upright, and columnar. Provide normal quality types, 9 � � PY 4 tY evergreens with well balanced form complying with requirements for other size relationships to the primary dimension shown. 2.5 GRASS MATERIALS A. Lawn sod: Provide strongly rooted sod not less than 1 growing season old and free of weeds and 9Y 9 9 undesirable native grasses. Provide only sod capable of growth and development when planted (viable, not dormant). 1. Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. Broken ads or ads with uneven ends will not be acceptable. Sod ads incapable of supporting their P P P P P PP 9 own weight when suspended vertically with a firm grasp on upper 10 % of pad will be rejected. B. Provide sod composed of: Rhizomatous Tall Fescue (RTF) from the The Turf Company, Meridian, ID (208) 888-3760 or approved equal. C. Unmown Grass Seed Festuca rubra communtata Chewing Fescue 8.Olbs/acre Festuce ovina 'Covar Covar Sheep Fescue 8.Olbs/acre Festuca longifolia Hard Fescue 8.Olbs/acre Total 24.Olbs/acre 2.6 MISCELLANEOUS LANDSCAPE MATERIALS A. Anti -Desiccant: Emulsion type, film -forming agent designed to permit transpiration, but retard excessive loss of moisture from plants. Deliver in manufacturers fully identified containers and mix in accordance with manufacturers instructions. B. Mulch: Mulch for planting beds shall be medium ground bark mulch, free of splinters, consistent in appearance, and shall contain no toxic substance detrimental to plant life. C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand, twisted, pliable galvanized iron wire, not lighter than 12 ga. with zinc -coated tumbuckles. Provide not less than 2 inch diameter rubber or plastic hose, cut to required lengths and of uniform color, material, and size to protect tree trunks from damage by wires. PART 3 - EXECUTION 3.1 PREPARATION -GENERAL A. General Contractor shall be responsible for excavating planting areas to appropriate depths for placement of topsoil as specified herein. B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations and outline areas and secure Architect's acceptance before start of planting work. Make minor adjustments as may be required. 3.2 PREPARATION OF PLANTING SOIL A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous materials harmful or toxic to plant growth. B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer if planting will not follow placing of planting soil in a few days. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. Shrub Areas: 1/3 compost, 2/3 topsoil. Fertilizer: Per soil test and manufacture's recommendations. C. For shrub and lawn area mix planting soil either prior to planting or apply on surface of topsoil and P 9 P P 9 PPY P mix thoroughly before planting. 3.3 PREPARATION FOR PLANTING LAWNS A. After excavating and removing surface material to proper depth, loosen subgrade of lawn areas to a minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any dimension. Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be planted promptly after preparation. 1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet lines, grades, and elevations shown, after light rolling, addition of amendments, and natural settlement. Place approximately 1/2 of total amount of topsoil required. Work into top of loosened subgrade to create a transition layer and then place remainder of planting soil. Add specified soil amendments as required and mix thoroughly into upper 4 inches of topsoil. 3.4 PREPARATION FOR SEEDING A. Loosen subgrade of areas stripped of topsoil to a minimum depth of 4 inches. Remove stones measuring over 1-112 inches in any dimension. Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be planted promptly after preparation. 1. Spread topsoil mix to required depth to meet lines, grades, and elevations shown, after light rolling and natural settlement (where required). Topsoil shall be 6" deep minimum in all seeded areas. 2. Place approximately % of total amount of topsoil required. Work into top of loosened subgrade to create a transition layer and then place remainder of planting soil. Add recommended nutrients, fertilizers and 1-1/2" thickness of specified compost over entire area and mix thoroughly into upper 4 inches of topsoil. B. Fine grade areas to smooth, even surface with loose, uniformly fine texture. Roll, rake, and drag areas, remove ridges and fill depressions, as required to meet finish grades. Limit fine grading to areas which can be planted immediately after grading. C. Moisten prepared areas before planting if soil is dry. Water thoroughly and allow surface moisture to dry before planting. Do not create a muddy soil condition. D. Restore areas to specified condition, if eroded or otherwise disturbed, after fine grading and prior to planting. E. Maintain and protect all surfaces from wind and water erosion until final acceptance. 3.5 PREPARATION OF PLANTING BEDS A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or similar equipment. Remove stones measuring over 1 1/2 inches in any dimension. Remove stocks, stones, rubbish, and other extraneous matter. B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and elevations shown, after light rolling and natural settlement. Add 1 1/2 inches of specified compost over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place approximately 1/2 of total amount of planting soil required. Work into top of loosened subgrade to create a transition layer, then place remainder of the planting soil. C. Apply Pre -Emergent per manufacturer's recommendation. 3.6 PLANTING TREES AND SHRUBS A. Set balled and burlapped (B&B) stock on layer of compacted planting soil mixture, plumb and in center of pit or trench with top of ball at same elevation as adjacent finished landscape grades. Remove burlap from sides of balls; retain on bottoms. When set, place additional backfill around base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. Place fertilizer tablets in excavated area per manufacture's written instructions. When excavation is approximately 213 full, water roughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing final layer of backfill. Remove all ties from around base of trunk. B. Set container grown stock, as specified, for balled burlapped stock, except cut cans on 2 sides with an approved can cutter and remove can; remove bottoms of wooden boxes after partial backfilling so as not to damage root balls. C. Trees planted in turf area: Remove turf T dia around tree trunk. Dish top of backfill to allow for mulching. D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work into top of backfill and finish level with adjacent finish grades. 1. Provide 3 inches thickness of mulch. E. If season and weather conditions dictate, apply anti -desiccant, using power spray, to provide an adequate film over trunks, branches, stems, twigs and foliage. F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. Prune trees to retain required height and spread. Unless otherwise directed by Architect, do not cut tree leaders, and remove only injured or dead branches from flowering trees, if any. Prune shrubs to retain natural character. G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. H. Guy and stake trees immediately after planting, as indicated. I. Apply approved herbicide to all shrub bed areas at manufacture specified rate. Re -apply as necessary for elimination of weeds. 3.7 SODDING NEW LAWNS A. General: Install lawn sod in all areas designated on the drawings. B. Soil Preparation 1. Any sod lawn areas that may have become compacted prior to sodding must be scarified to a depth of eight (8) inches by approved means, then finish graded as hereinbefore described. C. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. D. Sod Placement 1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod beds. Sod layers shall be experienced, or if inexperienced, shall be constantly supervised by an experienced foreman. The Contractor shall insure that the base immediately ahead of sod layer is moist. Sod shall be laid tight with not gaps. Allowance shall be made for shrinkage. Lay sod with long edges perpendicular to primary slope. 2. Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not overlap. Stagger strips to offset joints in adjacent courses. Work on boards to avoid damage to subgrade or sod. Tamp or roll lightly to ensure contact with subgrade. Work sifted soil into minor cracks between pieces; remove excess to avoid smotheringof adjacent grass. 1 3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure proper contact between soil and sod. Final rolling must provide a uniform surface. After final rolling, the sod lawn shall be mowed and watered. Approval of sod lawns shall be based on uniform, healthy and vigorous growth with no dry or dead spots. 4. Add fertilizer "B" at the manufacturers recommended application rate. E. Water sod thoroughly with a fine spray immediately after planting. F. Sodded Lawn Establishment 1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing of sod lawn P 9. 4 9 9 areas until Final Acceptance of the project. 2. Mowing shall be done by an approved "reel" type mower. Mower blades shall be set at two (2) inches s. high for all mowings. 9 3. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as per the Manufacturer's recommended application rate. Verify all methods of application. Contractor shall notify the Architect in writing that the fertilizer applications have occurred and on what dates. 3.8 SEEDING A. General 1. Seeding for irrigated areas shall be accomplished in the spring (after March 15) or fall (before October 1) of the year and/or when weather conditions are favorable for proper working of the soil and seed germination. 2. Seed shall be spread by approved mechanical (hopper or culti-packer) or hydroseed methods only. 3. Seeding shall be done only after topsoil mix placement, finish grading, adjacent construction and plantings have been completed and approved by Architect. B. Soil Preparation: Any seeded lawn area that has become compacted prior to seeding must be scarified to a depth of eight (8) inches by approved means, then finish graded as hereinbefore described. C.Seeding - Mechanical Method 1. Apply fertilizer at the manufacturer's recommended application rate. Thoroughly mix six (6) inches deep, taking care not to incorporate subsoil into topsoil mix. After mixing is complete, remove any debris or rocks over one (1) inch in size. Rake to true grade and roll for firmness. If soil is dry, lightly sprinkle prior to rolling. Grades after rolling to be approved by Architect prior to seeding. 2. Seed Application Rate: See "Products". 3. Seed Application Method a. Using a hopper type seeder, seeding shall be done on a still day, with one-half (2) of the seed to reach area being sown in a direction at right angles to the other half. After seeding, the surface shall be lightly raked parallel to the contours such that half or more of the seed is lightly covered by soil, then rolled once with a roller weighing not less than one hundred (100) pounds per lineal foot, and finally watered with a fine spray. b. A culti-packer or approved similar equipment may be used to drill, cover, and firm the seed bed in one operation. 4. After seeding, raking and rolling, lawn areas shall be covered with a one (1) inch loose layer of clean wheat or oat straw. Straw shall be kept moist until the lawn is established. Remove loose straw from site. D. Seeding - Hydroseed Method 1. No hydroseeding after a rain or when the wind exceeds five (5) miles per hour. 2. Use only where slopes exceed 5:1. 3. Spray the mixture of water, seed, mulch and commercial fertilizer evenly over the planting area. E. Seeding Areas Establishment 1. The Contractor shall be responsible for the first mowing and subsequent mowings, watering and fertilizing of seeded areas until Final Acceptance of the project. Subsequent mowings shall be the Owners responsibility. 2. First mowing shall be done when lawn areas are well established; when germination approaches ninety percent and height exceeds two and one-half (2 1/2) inches as approved by the Architect. Set mower height at two (2) inches high for first and subsequent mowings. 3. Fertilizing shall occur after the first mowing. Apply fertilizer as per the manufacturer's recommended application rate. 4. Seed beds must achieve ninety (90) percent germination and be uniform in appearance, free of weeds and/or other undesirable plant species as approved by the Architect. 5. Check for barren areas in seed bed approximately twenty-one 21 days after seeding and overseed as PP Y ty ( ) Y 9 originally specified at the time or at such time as weather and season permit for seed germination or as approved by the Architect. The Architect shall determine and approve the necessity and extent of overseeding in order to achieve the ninety (90) percent germination uniformity throughout the seed bed areas necessary for Final Acceptance. 6. Seeded areas shall be established as specified above at time of substantial completion. 3.9 MAINTENANCE A. Begin landscape maintenance immediately after planting. Maintenance shall continue until Project Final Acceptance. B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for healthy growth. Restore planting saucers. Tighten and repair stake and guy supports and reset trees and shrubs to proper grades or vertical position as required. Restore or replace damaged wrappings. Spray as required to keep trees and shrubs free of insects and disease. C. Maintain lawns by watering, fertilizing, weeding, mowing, trimming, and other operations such as tolling, regrading and replanting as required to establish a smooth, acceptable lawn, free of eroded or bare areas. D. Maintain lawns for no less than period stated above, or longer as required to establish acceptable lawn. If seeded in fall and not given full 60 days of maintenance before Final Acceptance, or if not considered acceptable at that time, continue maintenance the following spring until acceptable lawn is established. 3.10 CLEANUP AND PROTECTION A. During landscape work, keep pavements clean and work area in an orderly condition. B. Protect landscape work and materials from damage due to landscape operations, operations P 9 P P , P by other contractors and trades, and trespassers. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged landscape work as directed. 3.11 INSPECTION AND ACCEPTANCE A. When landscape work is completed, including maintenance Architect will upon request, P P 9 P 4 , make an inspection to determine acceptability. B. When inspected landscape work does not comply with requirements, replace rejected work and continue specified maintenance until reinspected by Architect and found to be acceptable. Remove rejected plants and materials promptly from project site. END OF SECTION SECTION 32 84 00 - IRRIGATION (PERFORMANCE) PART 1 - GENERAL 1.1 CONDITIONS AND REQUIREMENTS: A. General and Supplementary Conditions, and Division 1 General Requirements. 1.2 SUMMARY A. Work included: 1. Provide and install a complete and operating automatic irrigation system for all lawn and planting areas. 2. Connect to main water supply at existing site stubout as provided. 3. Sleeving under paved areas (by others) 4. Obtain and pay for all permits and fees for the work of this section. 5. Perform work on a design/construct basis, subject to the requirements of the Contract Documents, applicable codes, and good design practice. 6. Winterization of system. 1.3 SUBMITTALS A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: 1. Manufacturer's printed product information and catalog cut sheets for all system components; five copies. B. Shop Drawings: Submit shop drawings for underground irrigation system including plan layout and details illustrating location and type of head, type and size of valve, piping circuits, circuit GPM, pipe size, controls, and accessories. C. Record Drawings: At completion of this work, submit to the Contractor: 1. Record Drawings; reproducible and five prints. 2. Operations and Maintenance information (2 copies), including: a. Information including descriptive details, parts list, specifications, maintenance schedules and procedures for system components. b. Operation, adjustment of system and components instructions. c. Winterization procedures. d. Schedule indicating required open valve time to produce given precipitation amounts and seasonal adjustments. e. Warranties and guarantees. f. Submit five copies. 1A GUARANTEE A. Guarantee in writing all materials, equipment and workmanship furnished to be free of all defects of workmanshipand materials. Within one year after date of Substantial Completion repair Y P P or replace all defective parts or workmanship that may be found at no additional cost to Owner. B. Fill and repair all depressions and replace all necessary lawn and planting which result from the settlement of irrigation trenches for one year after date of 9 Y Substantial Completion. C. Supply all manufacturer's printed guarantees. 1.5 QUALITY ASSURANCE A. Contractor shall be licensed in the State in which this work is being performed. B. Contractor shall have at least two years prior experience in projects of equal or larger scope. Provide minimum of three references and list of similar projects with owners' names, addresses, and hone numbers when requested b Owner. P 4 Y C. Contractor shall employ on site at all times a foreman who is thoroughly experienced and competent in all phases of the work of this Section. 1.6 SYSTEM DESCRIPTION A. Design requirements: 1. Minimum water coverage: Planting areas - 85% Lawn areas - 100% 9 9 2. Layout stem to obtain optimum coverage using manufacturers standard Y Y P 9 9 heads. Spray on walks, walls or paved areas is not acceptable. 3. Zoning shall be designed for optimum use of available pressure and efficient distribution for es of plantings and shapes of planting areas. types P 9 P P 9 4. Design pressures: Install pressure regulating equipment as necessary. 5. Provide/install approved fixed tee or coupling device for air blow winterization. Location shall be on main supply line downstream from main shut off valve. 6. Install approved backflow prevention device in conformance with local or prevailing codes, and in approved site location. Provide for drainage without erosive damage. 1.7 EXTRA EQUIPMENT A. In addition to installed system, furnish owner with the following: 1. Valve operating key and marker key. 2. Wrench for each sprinkler head cover type. 3. Two (2) sprinkler head bodies of each size and type. 4. Two (2) nozzles for each size and type used. B. Store above items safely until Substantial Completion. C. Deliver above items at Substantial Completion. PART2-PRODUCTS 2.1 PIPE AND FITTINGS A. PVC 1120, ASTM D-1784, permanently marked with manufacturer's name, schedule rating, size, type. Solvent -weld type: 1. Pipe: a. Pressure lines: Schedule 40 solvent weld. b. Lateral lines: Class 200 pvc. c. Sleeving: Class 200 pvc. 2. Fittings: Schedule 40 PVC, solvent -weld type. Install threaded joints where required at valves, risers, etc. 3. Risers: Lawn and shrub heads - flexible and damage -resistant plastic "polypipe" riser. 4. Solvent: NSF approved solvent for Type I & II PVC. B. Polyethylene Pipe 1. Pipe: Class 100, 3/4" lateral line, for use on drip irrigation zone(s) where drip tubing is not otherwise used. 2. Fittings: Schedule 80 PVC. 3. Clamps: Stainless Steel. C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18" spacing. 2.2 SPRINKLER HEADS A. Description: Appropriate for application in throw, pressure and discharge. Each type of head shall be of a single manufacturer. Lawn heads: pop-up type. B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. 2.3 AUTOMATIC CONTROL SYSTEM A. General; Furnish low voltage system manufactured expressly for control of automatic circuit valves of underground irrigation systems. Provide unit of capacity to suit number of circuits as indicated. B. Control Enclosure: Manufacturers standard wall mount with locking cover,complying with NFPA 70. C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. PP Y Including switch for manual or automatic operation of each circuit. D. Timing Device: Adjustable 24-hour and 7 or 14 day clocks to operate any time of day and skip any day in a 7 or 14 day period. E. Wiring: Solid or stranded direct -burial type as recommended by manufacturer of control unit; type AWG-UF, UL approved. 2.4 VALVING A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, threaded connection with cross type handle designed to receive operating key. B. Automatic circuit valves: high impact plastic with corrosion -resistant internal parts. Low power solenoid control, normally closed, with manual flow adjustment; same manufacturer as control unit. 1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber valve if not connected to potable water. 2. Drip Control Zone Kit: Hunter PCZ-101. C. Quick coupler valve: brass or bronze construction with hinged top. One per zone or valve grouping. D. Manual drain valves: 1. Bronze construction, straight type, 150 pound class, threaded connections, with cross type operating handle designed to receive operating key. Calco, Champion 100, or approved equal. 2. Size: 3/4 inch. E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). G. Filter: Netafim Model DF075-120, 3/4" filter; one per drip zone. H. Air Relief Valve: Netafim Model TLAVRV, 2.5 MISCELLANEOUS A. Chemicals: primer and solvent glue as required by pipe manufacturer. B. Valve box - high impact plastic, green in color. C. Valve cover and frame - compatible with valve box with provision for locking. D. Drainage backfill - clean gravel or crushed stone, graded from 3" max to 3/4" min. PART 3 - EXECUTION 3.1 GENERAL A. Install system to provide for adequate protection against freeze damage. B. Install system in accordance with approved Contractor design drawings. All deviations from the plans must be approved, and clearly recorded on record drawing. C. Install system and components in strict accordance with manufacturer's recommendations. D. Install quick coupler(s) on main supply line, approximately equal spacing, at valve box locations or intervals of approximately 200 feet, whichever is greater. Locate adjacent to paved surfaces, at valve boxes where practical. 3.2 SURFACE CONDITIONS A. Examine the areas and conditions under which work will be performed. Notify Contractor of conditions detrimental to timely and proper completion of Section work. Do not proceed until unsatisfactory conditions are corrected. B. Locate all underground utilities and structures and notify Architect of any conflict with Section work. Protect structures and utilities. Repair or replace said structures or utilities damaged by this work at no cost to the Owner. 3.3 SLEEVING A. Sleeving installed by others. Coordinate with other trades. 3.4 TRENCHING AND BACKFILLING A. Trenching and backfilling shall be per applicable ISPWC Section. B. Cut trenches straight and without abrupt grade changes to allow the following minimum cover: 1. Main Lines and Sleeving: 18 inches. 2. PVC Laterals: 12 inches. C. Surround lines with 2 inches of clean rock -free material on all sides. 3.5 MISCELLANEOUS VALVES A. Install manual drain valves up stream. Install devise at mainline tap in accordance with manufacturer requirements for complete operation. Install backflow provision and connect to controller. 3.6 CIRCUIT VALVES A. Install in valve box, arranged for easy adjustment and removal. 1. Provide union on downstream side. 2. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler circuit. 3.7 PIPE INSTALLATION A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust blocks to be used at points of intersection and change of direction in main line pipe as per manufacturer's recommended specifications. Install manual drains. B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, wipe from surface all saw chips, dust, dirt, moisture and any foreign matter which may contaminate the cemented joint. Apply cleaner/ rimer and solvent Y 1 PP Y P cement, make joints in accordance with manufacturers recommendations. Use Teflon thread sealant (tape) at all threaded joints. C.Contractor shall size pipe according to schedule provided. Flow velocities shall PP 9 not exceed 5 feet/second in all cases. Lateral lines shall be laid out and installed per zone to balance the pressure loss and provide minimum fluctuation in system operating pressures. Pipe Size Pipe Section Pipe Size Pipe Section 3/4" 0-9 GPM 1 1/2" 26-34 GPM 1" 10-17 GPM 2" 3550 GPM 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM D. Techline DripLine: Place in shallow furrow at 1"-2" below finish topsoil grade, below layer P 9 � Y of specified mulch. Lay in uniform grid pattern in groundcover/shrub areas (rows 18"-24" apart max). Coil 20 linear feet at each balled and P ) burlapped tree around base and to allow for tree removal if required. Staple drip line every 36" max. Flush all lines with full head of water prior to installation of flush valves at end of circuit runs. E. Flush Valves: Install flush valve at end of each drip line run. 3.8 SPRINKLER HEADS A. Flush circuit lines with full head of water prior to head installation. 1. Install heads at level with mulch 2. Locate part -circle shrubbery heads to maintain a minimum distance of six inches (6") from walls and four inches (4") from other boundaries unless otherwise indicated. Keep overspray to a minimum. 3.9 CONTROL WIRE INSTALLATION A. Bury wires beside or below main line pipe in same trench. B. Bundle multiple wires together with tape at ten feet (10') maximum intervals. C. Provide 36 inch loop in wires at each valve where controls are connected and at 100' maximum intervals between. D. Make all electrical joints (splices) in boxes only. Make electrical joints waterproof. Scotch -Lock connectors, or approved. 3.10 AUTOMATIC CONTROLLER A. Install on site as approved. Verify location with Owner Representative. B. Install typewritten legend inside controller door. 3.11 TESTING A. Do not allow or cause any work of this Section to be covered up or enclosed until it has been inspected and tested. B. Pressure testing: 1. Make necessary provision for thoroughly bleeding the line of air and debris. 2. Before testing, cap all risers, and install all valves. 3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply and test for leakage. Test shall be approved if no greater than 5 psi loss occurs in 15 minutes. 4. Fill all zone lines with water to static pressure. Hold for 15 minutes. Inspect for leakage. 5. Contractor shall provide all required testing equipment and personnel. Test shall be performed in presence of Architect. Contractor shall make notice of test (48) hours in advance. 6. Provide required testing equipment and personnel. 7. Repair leaks, and retest until acceptance by the Architect. C. Coverage inspection: upon completion of all systems, perform a coverage test to determine if coverage of water afforded all areas is complete, adequate and uniform. Change heads, nozzles, orifices and/or adjustment as directed to provide uniform coverage. D. Final inspection: 1. Clean, adjust, and balance all systems. Verify that: a. Remote control valves are properly balanced; b. Heads are properly adjusted for radius and arc of coverage; c. The installed system is workable clean and efficient. E. Winterization: Winterizes stem at the end of first season of system operation. Y Y P Review procedures with Owner Representative. END OF SECTION Issue Description Date ISSUE 2-I�-21 SEEPAGE BED REV. 5-4-21 �g11111111//// \\\�.tti OF i i tx535 \� QL. V - Z �n a (/ / J �n �/ / Z a. w O O Q cr �n Q (U v / 0 U- -o Z Z a3: E as O- ED Fr J wa cr Z) 2_J W Cn J = a Z W F- L. 11 I FJ-�bN--ber 2077 Drawn Checked JJN KCS Scale AS SHOWN Sheet Title LANDSCAPE PLAN Sheet Number L4 4 of 4 Sheets sonssr BEMEMML- "