The URL can be used to link to this page

CC - Civil Landscape (12-18-20) JOCELYN PARK SUBDIVISION NO . 2 BOOK , PAGE LOCATED IN THE NE 1 /4 OF SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 CP&F INST. NO. 2019-115455 CP&F INST. NO. CP&F INST. NO. LEGEND �_A BASIS OF BEARING 9018193 2019-015472 1/4 _ _ N89'20'48"W 1319.53' _ E 1/16 _ _ S89'21'45"E 1320.00' - 24 19 25 W. VICTORY RD -®- 237.27' - �- 1082.73' 25 30 ® FOUND ALUMINUM CAP MONUMENT • FOUND 1/2" REBAR, PLS 11118 ® FOUND 5/8" REBAR, PLS 11118 OR AS NOTED Z SET 1/2" REBAR WITH PLS 11118 UNPLATTED o PLASTIC CAP WATKINS DRAIN EASEMENT, INSTR. 0 " Ld 00 "' w SET 5/8" REBAR WITH PLS 11118 L No 9259521 ® PLASTIC CAP 27' FARR LATERAL EASEMENT, INS. o 50' No. 9259521 N ❑ CALCULATED POINT, NOT SET JOCELYN PARK SUBDIVISION N0. 1 - - - - SECTION LINE BOOK , PAGES __________I- - - - - - - CENTER LINE \ PUBLIC UTILITY, PRESSURE IRRIGATION L1 S8125'03" & LOT DRAINAGE EASEMENT LINE - 53.3s E 132.35 SEE NOTES 1 &2 / N6 29.02' 49.94 POINT OF BLOCK 3 BEGINNING OTHER EASEMENT AS NOTED \� 38 SURVEY TIE LINE \7 �0 `0 °�� 0, 35 s (-:1501- o `°h SUBDIVISION BOUNDARY LINE 6314 sf 6476 sf zti o ��,� / LOT LINE Cg- ADJACENT PROPERTY LINE \� Olt /O� �� / �U-> (SO'0450"W) DATA OF RECORD 6258 sf 34 39 M 18 LOT NUMBER 0' 40' 80' 160' 2 o 0 r' '\ S88'03'44"E ��' R,SS, y 10' ,n 6586 sf SCALE: 1" = 80' 90.36�� -S '34'43!E z:A. 33 o �z 4211 sf �73.05 � _188'31�4"E o o 4162 sf I m r1 90•99 32 I � � S893443E 4558 sf cn NOTES 20.7 S89'32'00"E 41100.08Ld . . f 0 _ _ 410J sf N_ a 9.3 99.50 S89'34'43"E = CL Q 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,JOCELYN PARK SUBDIVISION 30' WATKINS DRAIN EASEMENT 4079 sf 31 0 ^ CD w 31 HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET ADJACENT TO ANY PUBLIC STREET. INSTR, NO. 9259521 S89'322'00"E of 42 100. 77' �o M o z o ¢-�. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 4103 sf o o O 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED,EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC 10' � a m w 0 99.50 > J S$9'34'4 E N oo a UTILITIES,JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5) ) 4079 sf 30 �_ a - U) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION i S89'32'00"E of 43 100.06'4102 sf ro N BOUNDARY. z I I C oo7 -� 99.50 29 0 OI m vL S89 04 4 E �� 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE co o I r) _ 't' 4079 sf O o v _ _ RE-SUBDIVISON. o U N BLOCK 3 > S89'32'00'E- LU of 44 100.05' 0 4. IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT BY NAMPA&MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE o �0 5' JOCELYN PARK HOMEOWNERS L2 m I w 4102 sf ASSOCIATION PRESSURE SECTION 31-3805(1)(b). ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED m I = I4079 sf 99.50' N L SH'34'41'E N 49 N CO I�LLJo BLOCK 3 28 o_ =" IRRIGATION EASEMENT FOR ASSESSMENTS FROM THE NAMPA&MERIDIAN IRRIGATION DISTRICT. a N �L S89'32'00"E Z o 100.04' �0 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING N70°18 38 W a o - I of 45 4102 sf REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL. 8.34' } Z oI 99.50' b I S89�'43"E IJ� 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS 4079 sf NO°25'17"E o YI �L S8932'00"E �� 0 46 100.03' �o SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 8 30� C1 o - �_� O 4101 sf o 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER 00 99.50 S89,�' 4'43"E J� ELEVATION. W. WINNEPEG ST. 0 4S9 sf 2s o - S89*32'00"E o o� 100.03' 0 0' 8. LOT 37, BLOCK 3 IS A COMMON LOT TO BE OWNED AND MAINTAINED BY THE JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION C f 47 4107 sf o OR ITS ASSIGNS. SAID LOT IS COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES AND JOCELYN PARK SUBDIVISION r - v HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION. 99.50- _ S89,�' 4'43"E I �_ 4079 sf 25 o I _ 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM,WHICH STATES THAT NO AGRICULTURAL OPERATION, DETAIL 7 S8932'00"E- I 48 100.02' ! AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY ANY CHANGED of N.T.S. \ � 4100 sf CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE 0 \ oo�\ 99.5 24 CDS89'34'4YE `r (1)YEAR,WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED • \4079 sf 100 - -.01' PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT 49 -� OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. L3 L2 N O�fSEE 4DETAI st 9°3200W L 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS N8 \ 99.50'/ O FND 1/2', REPLACED INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO.\ ^ �'Aj N89°33'57"W 11. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS ^ cV^ V ^ cb� 81'00' W. WINNIPEG ST. INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. ,^ _ MERIDIAN HEIGHTS N0. 2 SUBDIVISION 13. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS FOR JOCELYN PARK SUBDIVISION oh�� ^� BOOK 41, NO.2, RECORDED AS INSTRUMENT NO. - RECORDS OF ADA COUNTY, IDAHO. c\, PAGES 3353-3354 CURVE TABLE MERIDIAN HEIGHTS NO. 3 SUBDIVISION BOOK 62, PAGES 6274-6275 CURVE # LENGTH RADIUS DELTA BEARING CHORD JOCELYN PARK SUBDIVISION NO. 1 BOOK PAGES C1 11.59' 19.00' 34'56'47' N72'05'33"W 11.41' \ `ONNLLA/VDs C2 3.04' 19.00' 9'09'34" N4'09'29"W 3.03' 4�5tGISTFR�. � C3 19.45' 20.50' 54'21'13" S2735'54"W 18.73' � CLINTON W. HANSEN CA:a 1 1 1 18 0 C4 29.88' 55.00' 31'07'21" N39'12'50"E 29.51' C5 47.88' 55.00' 49 � 52'51" N117'16"W 46.38' PLS 11118 - �� P� TrF 0 C6 34.15' 55.00' 35'34'43" N44'01'03"W 33.61' LINE TABLE ON W• NP C7 9.83' 55.00' 10'14'40" N66'55'44"W 9.82' LINE # LENGTH BEARING C8 35.65' 55.00' 37*08'12" S89'22'49"W 35.03' C9 34.50' 55.00' 35'56'36" S52'50'25"W 33.94' L1 23.31' N89'10'29"E SURVEYOR'S NARRATIVE Lan o t im ns C10 31.61' 55.00' 32 L2 23.50' N89'33'20"W55'51" S18'24'12"W 31.18' THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED C11 53.63' 55.00' 55 '12" S25'59'50"E 51.53' L3 23.50' N89'33'20"W TIES TO CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED Land Surveying and Consulting '52 SUBDIVISION BOUNDARIES JOCELYN PARK SUBDIVISION NO. 1, MERIDIAN 231 E. 5TH ST., STE. A C12 19.45' 20.50' 54'21'13' N26'45'19"W 18.73' HEIGHTS NO. 2 SUBDIVISION, MERIDIAN HEIGHTS NO. 3 SUBDIVISION, MERIDIAN, ID 83642 INFORMATION FROM RECORD OF SURVEY NUMBERS 2242, 9618, AND CURRENT (208) 288-2040 fax (208) 288-2557 DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING www.Iandsolutions.biz BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. SHEET 1 OF 3 JOB N0. 20-59 JOCELYN PARK SUBDIVISION NO . 2 BOOK , PAGE CERTIFICATE OF OWNERS ACKNOWLEDGMENT KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN ADA COUNTY, STATE OF IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF JOCELYN PARK SUBDIVISION NO. 2; COUNTY OF S.S. A PARCEL OF LAND BEING A PORTION OF THE NE '/4 OF SECTION 25, T.3N., R.1W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND A PARCEL ON THIS DAY OF , 20 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND PREVIOUSLY DEDICATED AS PUBLIC RIGHT-OF-WAY PER THE PLAT OF MERIDIAN HEIGHTS NO. 2 SUBDIVISION, AS SHOWN IN BOOK 41 OF PLATS ON FOR SAID STATE PERSONALLY APPEARED , KNOWN OR PAGES 3353 AND 3354, RECORDS OF ADA COUNTY, IDAHO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PRESENTED TO ME TO BE A MANAGER OF CW-JPARK, LLC, A DELAWARE LIMITED LIABILITY COMPANY, COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE NE CORNER OF THE NW '/4 OF THE NE '/4 (E 1/16 CORNER) OF SAID SECTION 25, FROM THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF OWNERS" AND ACKNOWLEDGED TO WHICH AN ALUMINUM CAP MONUMENT MARKING THE NW CORNER OF THE NE '/ OF SAID SECTION BEARS NORTH 89°20'48" WEST A DISTANCE OF 1319.53 ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED THE SAME. FEET; THENCE SOUTH 89°21'45" EAST ALONG THE NORTH BOUNDARY OF THE NE '/4 OF SAID NE '/4 A DISTANCE OF 237.27 FEET TO A POINT; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. THENCE LEAVING SAID BOUNDARY SOUTH 0°26'03"WEST A DISTANCE OF 460.88 FEET TO AN ANGLE POINT ON THE EASTERLY BOUNDARY OF JOCELYN PARK SUBDIVISION NO. 1, AS SHOWN IN BOOK OF PLATS ON PAGES THROUGH , RECORDS OF ADA COUNTY, IDAHO, SAID POINT MY COMMISSION EXPIRES ALSO BEING ON THE WESTERLY BOUNDARY OF SAID MERIDIAN HEIGHTS NO. 2 SUBDIVISION, AND THE POINT OF BEGINNING; THENCE ALONG SAID WESTERLY SUBDIVISION BOUNDARY AND THE EXTENSION THEREOF SOUTH 0°26'03" WEST (FORMERLY SOUTH 0°04'50" WEST)A RESIDING AT DISTANCE OF 574.15 FEET TO THE SOUTHWESTERLY CORNER OF LOT 9, BLOCK 9 OF SAID MERIDIAN HEIGHTS NO. 2 SUBDIVISION; THENCE LEAVING SAID WESTERLY BOUNDARY NORTH 89°33'57"WEST A DISTANCE OF 81.00 FEET TO A POINT OF CURVATURE; NOTARY PUBLIC FOR THE STATE OF IDAHO THENCE A DISTANCE OF 11.59 FEET ALONG THE ARC OF A 19.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 34°56'47"AND A LONG CHORD BEARING NORTH 72°05'33" WEST A DISTANCE OF 11.41 FEET TO A POINT; THENCE NORTH 0°25'17" EAST A DISTANCE OF 8.30 FEET TO A POINT; THENCE NORTH 70°18'38" WEST A DISTANCE OF 8.34 FEET TO A POINT ON A CURVE; THENCE A DISTANCE OF 3.04 FEET ALONG THE ARC OF A 19.00 FOOT RADIUS NON-TANGENT CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 9°09'34" AND A LONG CHORD BEARING NORTH 4°09'29" WEST A DISTANCE OF 3.03 FEET TO AN ANGLE POINT ON THE EASTERLY BOUNDARY OF SAID JOCELYN PARK SUBDIVISION NO. 1; THENCE ALONG SAID EASTERLY BOUNDARY THE FOLLOWING COURSES AND DISTANCES: THENCE NORTH 89°33'20" WEST A DISTANCE OF 47.00 FEET TO A POINT; THENCE NORTH 0°25'17" EAST A DISTANCE OF 2.47 FEET TO A POINT; THENCE NORTH 89°32'00" WEST A DISTANCE OF 99.50 FEET TO A POINT; THENCE NORTH 0°25'17" EAST A DISTANCE OF 372.57 FEET TO A POINT; THENCE NORTH 22°59'01" WEST A DISTANCE OF 99.07 FEET TO A POINT; CERTIFICATE OF SURVEYOR THENCE NORTH 40°14'57" EAST A DISTANCE OF 98.42 FEET TO A POINT; 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 THENCE NORTH 64°33'25" EAST A DISTANCE OF 76.26 FEET TO A POINT; 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 THENCE NORTH 89°10'29" EAST A DISTANCE OF 23.31 FEET TO A POINT; STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE SOUTH 81°25'03" EAST A DISTANCE OF 132.35 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 3.27 ACRES, MORE OR LESS. \�t�p.L LANpS ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED C2 G%STE,Qc�GAL IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. o� O CLINTON W. HANSEN ix O THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON a 1 1 1 18 THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC PLS 11118 Nj, UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES P OF ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. 7i�,O N W. IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF , 20 CW-JPARK, LLC, A DELAWARE LIMITED LIABILITY COMPANY BY MANAGER L jr o I i�i o i s Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 20-59 SHEET 2 OF 3 JOCELYN PARK SUBDIVISION NO . 2 BOOK , PAGE HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH PLATS AND SURVEYS. SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. ADA COUNTY SURVEYOR CENTRAL DISTRICT HEALTH, EHS DATE 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. 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 DATE: 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER CITY CLERK CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO S.S. INSTRUMENT NO. COUNTY OF ADA 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 APPROVAL OF THE CITY ENGINEER THIS DAY OF , 20_, IN BOOK OF PLATS AT PAGES I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. DEPUTY EX-OFFICIO RECORDER FEE: CITY ENGINEER — MERIDIAN, IDAHO \0NPL LA No GISTFR� G'ALc^ CLINTON W. HANSEN a 1 1 1 18 0 N Po 2 PLS 11118 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT /yTF OF THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY �T01V W. NPR DISTRICT COMMISSIONERS ON THE DAY OF , 20 0 Jr j sA jr C�� Land Surveying and Consulting PRESIDENT, ADA COUNTY HIGHWAY DISTRICT 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 20-59 SHEET 3 OF 3 Boise Dermatology Tacos El R z " and Medspa Dr.. LL — = E �E A 69 i Victory w :3 a W.VICTORY RD. W Victory Rd °rY Rd E Victory Rd 0 F - o a 0 °30 - K U OCE YN PAR BDIVI ION NOE 2 __ - W Riodusa Or ul /n o -— - - - - - — N _ W 3iiodosa D Nt MERIDIAN, IDAHO ( jE IDl� IAN Public i o n H° m Sg� W N z° Works Deparlmcnt Q0� w Blue Downs st W Blue Dawns St 0 PARCEL NO. S1225120700 S1225110300 o�ia acanstrucdon Supplemental SPeclficatfons ` ■ 69) V ■ ■ [oil 1 1� ■ W Tall Prairie Or SEC. 25 T.3N R.1W � • '**4 � {_ '■*'�� PHASE 2 8 .2 - 'r' W Buroak tlr PROJECT SITE - - L ■• `�� ■ ■�1 �, ,;r a? rr , o o U O n Q N 9 ■ �� 1 n �p0 6 O Eo o r ■ Oak View or ■ P _ NORTH L T cn Q N z to - o a a E 3 U -'r Harris St W Harris St a a Rumple Ln OJCONTACTSa mw a r LEGEND PR C E T VICINITY MAP FOUND BRASS/ALUMINUM CAP TBC TOP BACK OF CURB OWNER HAYDEN HOMES IDAHO, LLC INDEX OF SHEETS ® 5/8" IRON PIN WITH PLASTIC CAP TBC-R TOP BACK OF REVERSE CURB C/O ERIC SCHECK 95 1406 N. MAIN ST. FINAL PLAT-JOCELYN PARK SUBDIVISION NO. 2 ® CALCULATED POINT TVC TOP BACK OF VERT. CURB W/O GUTTER MERIDIAN, ID 83642 CONTACT DKXJNE ® FOUND 5/8" IRON PIN WITH PLASTIC CAP TRC TOP BACK OF ROLLED CURB T.208.948.7012 C1.0 COVER SHEET, LEGEND, &CONTACTS 48—HOURS ESCHECK@HAYDEN-HOMES.COM C1.1 NOTES BEFORE DIGGING FOUND 1/2" IRON PIN WITH PLASTIC CAP WALK TOP OF WALK C1.2 TOPOGRAPHIC SURVEY 1-800-942-lM Q SET 1/2" IRON PIN WITH PLASTIC CAP CONC CONCRETE SPOT ELEVATION CIVIL ENGINEER ERICKSON CIVIL, INC. PROJECT MANAGER - ROSS ERICKSON P.E. GD.1 GRADING PLAN -AREA A SS _ SS EXISTING SEWER LIP LIP OF GUTTER 6213 N. CLOVERDALE ROAD SUITE 125 GD.2 GRADING PLAN -AREA B U Lu BOISE, IDAHO 83712 W W EXISTING WATER FL FLOW LINE T.208.846.8955 RD.0 ROADWAY-TYPICAL SECTIONS J a CABLE EXISTING CABLE AC ASPHALT C.208.867.3954 RDA ROADWAY-S. GARIBALDI PL. (STA 1+42.49 TO 6+11.33) O O ROSS@ERICKSONCIVIL.COM RD.2 ROADWAY- DETAILS Q EXISTING CENTERLINE EP EDGE OF PAVEMENT p PROFESSIONAL LAND SOLUTIONS, INC. SD.1 STORM DRAIN PLAN -AREA 1 SD.2 STORM DRAIN PLAN -AREA 3 EXISTING DITCH EG EDGE OF GRAVEL w co Q LAND SURVEYOR PROJECT MANAGER - CLINT HANSEN P.L.S. SD.2 STORM DRAIN -ACHD DETAILS EG EG EXISTING EDGE OF GRAVEL CL CENTERLINE 231 E. 5TH AVE. Y w EP EP EXISTING EDGE OF PAVEMENT BOW BACK OF WALK MERIDIAN, IDAHO 83642 UT.1 WATER&SEWER LINE C2 (STA 1+63.23 TO 6+05.33) 2 T.208.288.2040 z Q A EXISTING FENCE FG FINISHED GRADE CHANSEN@LANDSOLUTIONS.BIZ PIA PRESSURE IRRIGATION - PLAN & DETAILS LU Z P1.2 PRESSURE IRRIGATION - NMID STANDARD SPECIFICATIONS J T;C EXISTING FIBER OPTICS GND GROUND IRRIGATION BOISE PROJECT BOARD OF CONTROL = 0 GAS GAS EXISTING GAS CMP CONCRETE PIPE DISTRICT TOM RITTHALER SLA STREET LIGHT PLAN w O W 2465 OVERLAND RD. � ° IRR EXISTING GRAVITY IRRIGATION RCP CORRUGATED METAL PIPE BOISE, ID 83705 10 JT JT EXISTING JOINT TRENCH PVC PVC PIPE T.208.344.1141 �SS\ONAL ENG� EXISTING OVERHEAD POWER PRESSURE BOISE PROJECT BOARD OF CONTROL ��G\STERFo 7i�F PI PI EXISTING PRESSURE IRRIGATION 0 IRRIGATION TOM RITTHALER EXISTING TREE 2465 OVERLAND RD. 3 SD EXISTING STORM T02 8E344.8141 -Po'05 ��TF OF2 EXISTING LIGHT T EXISTING TELEPHONE ss K T/To EXISTING TELEPHONE & FIBER 7 EXISTING MAILBOX CITY OF MERIDIAN BUILDING DEPARTMENT 33 E, BROADWAY AVE. - • TOE EXISTING TOE OF SLOPE MERIDIAN, ID 83642 ' ' ' ' • EXISTING CONTOUR CO '; '; • TOB EXISTING TOP OF BANK i 2600— — T.208.887.2211 . ,• ,• .. .. . ■ -I P EXISTING UNDERGROUND POWER �0—� PROPOSED CONTOUR WATER SERVICE CITY OF MERIDIAN WATER DEPT. • ■ Cn SS SS PROPOSED SEWER EXISTING SIGN PROVIDER 2235 NW 8TH ST. Cn MERIDIAN, ID 83646 8" SAN ( PROPOSED 8" SEWER T.208.888.5242 O EXISTING MANHOLE co 6" SAN ( PROPOSED 6" SEWER ® EXISTING INLET SEWER SERVICE CITY OF MERIDIAN 4" SAN ( PROPOSED 4" SEWER PROVIDER 33 E, BROADWAY AVE. W N a 10 MERIDIAN, ID 83642 ow W PROPOSED WATER EXISTING FIRE HYDRANT T.208.898.5500 a a 1" W PROPOSED 1" WATER oM PROPOSED FIRE HYDRANT POWER IDAHO POWER COMPANY . 1-1/2' W PROPOSED 1 .5" WATER SCOTT PINKSTON s =w �m 2" W PROPOSED 2" WATER PROPOSED VALVE T.208.388-5446 O0 =Q 6" W PROPOSED 6" WATERS PROPOSED METER GAS INTERMOUNTAIN GAS CO. 04 BRYCE OSTLER 8" W PROPOSED 8" WATER Z @ PROPOSED BLOW-OFF T.208.377.6812 D oz > �- W 10" W PROPOSED 10" WATER Of „ I=I = � �` � �-{ WATER FITTINGS TELEPHONE CENTURY LINK 12 W PROPOSED 12 WATER LEO ARTEAGA T.208.385.2440 10 SD PROPOSED STORM DRAIN ® PROPOSED SAND AND GREASE TRAP LEO.ARTEAGA@CENTURYLINK.COM PI PI PROPOSED PRESSURE IRRIGATION co CONCRETE CURB AND GUTTER SWPPP SYMAN, LLC V IRR PROPOSED GRAVITY IRRIGATION0. PREPARER DAVE EVERSON EP EP PROPOSED EDGE OF PAVEMENT CONCRETE w3 Q 2101 DELTA DR.IDAHO H �3 EG EC PROPOSED EDGE OF GRAVEL IRRIGATION BOX NAMPA,T.208.287.8420 83687 C z �3 8420 V SAWCUT PROPOSED SAWCUT 2101 DELTA DR. SLOPE DIRECTION OF DOWNWARD SLOPE NAMPA, ID 83687 n PROPOSED DITCH CENTERLINE G DIRECTIONAL STRIPING Z ° z TOB PROPOSED TOP OF BANK W t� " ' � 16 W TOE PROPOSED TOE OF SLOPE CABLE RISER W Q m z � � � o 0 �0-0 W Y NO NO m DATUM + BENCHMARKS W Q Uj v U_ X z — — — — — — — — — — — — — — — — — — — P U I D EASEMENT POWER/ELECTRICAL /��/ / / / / / / /�/�/�/�/��/�/�/��/�/�/�/�/�/� W a W a PROPOSED GRADE BREAK // �� W TELEPHONE RISER / / v CONTRACTOR SHALL CONFIRM NAVD 88 ELEVATIONS AND LOCATIONS Z JOB NUMBER: — — — — PROPERTY LINE FOR ALL PROJECT CONTROL POINTS PRIOR TO START OF U) IDB2100 SIG SIGNAL JUNCTION BOX POWER/TELEPHONE POLE OATS: ��-s-zo 0 �j CONSTRUCTION. W 4 SIGNAL �� / �� SHEET NUMBER: co CLEANOUT / L�j 0 BENCHMARK \ \ AAA CP#1 TO BE ESTABLISHED IN FIELD BY SURVEYOR V 1 DETAIL NUMBER KEYED NOTE /� ��/ w C 1 ■0 i &7SHEET NUMBER �� W U) w J STORM DRAIN NOTES ° GENERAL NOTES WATER NOTES ' w/ a 3 1. ALL CONSTRUCTION WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION O LrHL o= a o 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)" 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY,ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE N _r - o (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC(AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY 0- Z 1 _ ADA COUNTY HIGHWAY DISTRICT(ACHD),THE BOISE PROJECT BOARD OF CONTROL STANDARDS AND SPECIFICATIONS,THE US ARMY CORP. OF ENGINEER'S SECTION ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. d O _ o w '�. 404 PERMIT,AND THE ENVIRONMENTAL PROTECTION AGENCY(EPA)CURRENT CONSTRUCTION GENERAL PERMIT(CGP).THE MORE STRINGENT OF ANY OF THESE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A Q U STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 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) 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED IN WRITING BY THE DESIGN ENGINEER AND ACHD. s` o j o = a a 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARDSPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC o - _ 2 o S C C 3. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CONTACT ENGINEER FOR DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN T OF SEASONAL HIGH GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE D _ GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET. APPROVED BY THE PUBLIC WORKS DEPARTMENT. a �_ 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 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 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 - = E__= 4. ALL CONTRACTORS,SUBCONTRACTORS,AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). PROTECTED THROUGHOUT THE DURATION OF CONSTRUCTION IN ACCORDANCE WITH THE PROJECT ESC/SWPPP PLAN AND AS DIRECTED BY THE a CONTRACTOR'S PROJECT RESPONSIBLE PERSON. N z 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 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. PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. 5. CONTRACTOR SHALL CLEAN THE STORM DRAIN SYSTEM INCLUDING ALL PIPES AND STRUCTURES ONCE FINAL SITE STABILIZATION HAS OCCURRED AND ALL o y SEEPAGE BEDS, DRAINAGE SWALES). BMP'S ARE REMOVED. PROVIDE DOCUMENTATION OF CLEANING WITH CLOSEOUT DOCUMENTS. = w a 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF VALVES. WATER SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 6. ALL STORM DRAIN TRENCH AND STRUCTURE BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE GEOTECHNICAL REPORT. a = _ a g 7. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT THE REQUEST OF THE APPROVING O o o E AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION 6. PLACE WATER SERVICE LINES IN A TWO(2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E. 7. STORM DRAIN PIPING AND STRUCTURES SHALL BE TESTED IN ACCORDANCE WITH DIVISION 6 OF THE ISPWC. CONTACT ENGINEER 48-HOURS IN ADVANCE TO LL v a - Q REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. ), COORDINATE WITNESS OF TESTING. O SEEPAGE BEDS, DRAINAGE SWALES THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND o� U MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. 8. CONTACT THE CITY OF BOISE,AND THE OWNER'S GEOTECHNICAL REPRESENTATIVE FOR INSPECTION OF THE PRIVATE STORM DRAIN SYSTEM DRAINAGE CCL ' U) y 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO(A) BACKFILLING TRENCHES FOR PIPE; (B)PLACING OF WINDOW EXCAVATIONS PRIOR TO PLACEMENT OF ANY SAND MATERIALS. O E �' AGGREGATE BASE; (C)PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. 7. ALL WATER LINES SHALL HAVE A MINIMUM 4.0'BURY DEPTH. v V t 9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT,AND THEIR DECISION 8. ALL WATER LINE TRENCH BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE GEOTECHNICAL REPORT. SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN g CONTRACTOR SHALL COORDINATE AND PROVIDE TESTING AND DISINFECTION AS REQUIRED BY THE CITY OF MERIDIAN. Q r ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. ACHD STANDARD NOTES 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 7. WATER CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS OF THE CURRENT CITY OF MERIDIAN STANDARD SPECIFICATIONS a- N a a 0 AND DRAWINGS. - - a 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE 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 d m 6 0 m MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY,STANDARDS,AND THE I.S.P.W.C.WILL BE ALLOWED UNLESS SPECIFICALLY AND ENGINEER. SEWER NOTES PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. , 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. 2. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAYS. ' 13. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY; NOT ALL UNDERGROUND UTILITIES ARE SHOWN. CONTRACTOR 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16)AS WELL AS THE STANDARDS SHALL FIELD VERIFY AND CONFIRM EXISTING LOCATIONS, DEPTHS, SIZES,AND MATERIAL TYPES OF ALL EXISTING UTILITIES PRIOR TO START OF WORK. UNDERGROUND AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 3. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO THE ADA COUNTY HIGHWAY DISTRICT AND TO THE ENGINEER FOR APPROVAL PRIOR TO 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 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER, STORM DRAIN,AND IRRIGATION)SHALL BE A 9COMMENCING WORK WITHIN THE RIGHT OF WAY. LOCATION, DEPTH, SIZE AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES, CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY, DIGLINE 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) 4. RETAIN AND PROTECT ALL TREES SHRUBS AND UTILITIES UNLESS OTHERWISE NOTED. (1-800-342-1585),AND ALL PRIVATE ADJACENT PROPERTY OWNERS PRIOR TO CONSTRUCTION TO ENSURE THAT ALL PUBLIC AND PRIVATE UTILITIES ARE IDENTIFIED. INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY BE OCCASIONED BY HIS FAILURE TO EXACTLY IDENTIFY, LOCATE AND CONTACT DKYJNE DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 5. TEMPORARY EROSION PROTECTION OF THE SURFACE STORM WATER RUNOFF DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 48-HaJRS PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET. COMPLY WITH LAWS AND REGULATIONS RELATED TO STORM WATER DISCHARGES AND SEDIMENT AND EROSION CONTROL. CONTRACTOR SHALL PROVIDE POTHOLING IS REQUIRED WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEDIMENT AND EROSION CONTROL PLAN (SWPPP)TO ACHD IN ACCORDANCE WITH ACHD STANDARDS. BEFORE DKnNC CONTRACTOR SHALL POTHOLE EXISTING UNDERGROUND UTILITIES AT ALL LOCATIONS WHERE NEW FACILITIES CROSS EXISTING UNDERGROUND UTILITIES AND SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 1-800-M-M5 WHERE EXISTING UTILITIES RUN ADJACENT TO NEW FACILITIES WITH LESS THAN 10-FEET OF HORIZONTAL SEPARATION. CONTRACTOR SHALL DETERMINE THE (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AT CONTRACTORS EXPENSE WITH NO ADDITIONAL PAYMENT FROM OWNER. EXACT LOCATION, DEPTH, SIZE,AND MATERIAL OF THE EXISTING UTILITY AT THE CROSSING LOCATIONS,AND FOR ADJACENT UTILITIES WITHIN 10-FEET OF NEW 4. PLACE SEWER SERVICE LINES IN A SIX(6)INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITIES. CONTRACTOR SHALL ASSESS CROSSING AND ADJACENT UNDERGROUND UTILITY CONDITIONS AND DETERMINE WHETHER ANY NEW FACILITY FACILITY(I.E., SEEPAGE BEDS, DRAINAGE SWALES). 7. ALL PEDESTRIAN RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT A.D.A. STANDARDS. SIDEWALK AND PEDESTRIAN RAMP CROSS SLOPES N CONFLICTS EXIST WITH EXISTING UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION AND ORDERING OF ANY CONSTRUCTION MATERIALS(IE. SHALL NOT EXCEED 1.50%. PEDESTRIAN RAMP LONGITUDINAL SLOPES SHALL HAVE A MAXIMUM SLOPE OF 15:1. THERE ARE NO TOLERANCES TO THESE LU 5. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL TESTING AND CLEANING AS REQUIRED BY THE CITY OF MERIDIAN. REQUIREMENTS. NEW PEDESTRIAN RAMPS AND SIDEWALKS THAT HAVE CROSS SLOPES IN EXCESS OF 1.5%SHALL BE REMOVED AND REPLACED WITH NO STRUCTURES, PIPE,VALVES, FITTINGS,APPURTENANT ITEMS, ETC.). NOTIFY ENGINEER IMMEDIATELY IF ANY CONFLICTS EXIST. IF UTILITY CONFLICTS ARE NOTED, C) CA CONTRACTOR SHALL PROVIDE EXISTING UTILITY SURVEY POINT DATA FOR THE CONFLICTING UTILITY TO ERICKSON CIVIL, INC. IN AUTOCAD FORMAT ON THE SAME 6. ALL SEWER MANHOLES AND CLEANOUTS SHALL HAVE CONCRETE COLLARS. SEPARATE PAYMENT. NEW PEDESTRIAN RAMPS THAT HAVE LONGITUDINAL SLOPES GREATER THAN 15:1 SLOPE SHALL BE REMOVED AND REPLACED WITH NO J Q COORDINATE SYSTEM AND DATUM AS THE PROJECT CAD FILES.CONTRACTOR SHALL COMPLETE POTHOLING WELL IN ADVANCE OF THE NEED TO ORDER MATERIALS SEPARATE PAYMENT. J = 7. SEWER CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS OF THE CURRENT CITY OF MERIDIAN STANDARD SPECIFICATIONS 0_ SO THAT ADEQUATE TIME IS ALLOWED FOR THE ENGINEER TO MAKE DESIGN ADJUSTMENTS, IF NEEDED. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. AND DRAWINGS. 0 z 8. ALL PEDESTRIAN RAMPS LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE TRUNCATED DOMES PER ISPWC STANDARD DRAWING SD-712. DOMES = O 14. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND SHALL BE CAST INTO CONCRETE(STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED"YELLOW". FUNCTIONING. U) 0 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL 9. ALL ROADWAY CONSTRUCTION SHALL MEET THE MINIMUM REQUIREMENTS OF ADA COUNTY HIGHWAY DISTRICT OR THE APPROVED CONSTRUCTION PLANS. - _ BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION GRADING NOTES z � 0 Q AREA. 10. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE ACHD RIGHT-OF-WAYS, THE PROJECT OWNERS REPRESENTATIVE WILL PARKING LOTS LLI Z) AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. � U - 16. CONTRACTOR SHALL REMAIN IN FULL COMPLIANCE WITH ALL APPLICABLE POLICIES, ORDINANCES OR OTHER REQUIREMENTS OF ALL AGENCIES, MUNICIPALITIES OR U) � POLITICAL SUBDIVISION HAVING JURISDICTION. 1. ALL EARTHWORK INCLUDING BUT NOT LIMITED TO REMEDIATION, OVER EXCAVATION, REMOVAL OF UNSUITABLE SOILS, BUILDING PAD PREPARATION, SLOPE 0 Y W KEYING, CLEARING, GRUBBING, EXCAVATION, EMBANKMENT,AND BACKFILL, SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS AND 11. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING = 0� 2 17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY PIPE TRANSITION FITTINGS FOR PIPE SIZE AND MATERIAL CHANGES. NO SEPARATE PAYMENT SHALL BE REQUIREMENTS INCLUDED IN THE PROJECT GEOTECHNICAL REPORT UNDER THE DIRECTION AND SUPERVISION OF THE OWNER'S GEOTECHNICAL CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL: z Q MADE FOR THIS WORK. CONTRACTOR SHALL CONFIRM ALL EXISTING UTILITY SIZES AND TYPES AT POINT OF CONNECTION TO EXISTING UTILITIES PRIOR TO START OF ENGINEER OF RECORD. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. ALL EARTHWORK SHALL LLI WORK. BE OVERSEEN, INSPECTED,TESTED,AND APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY Z 18. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS, EQUIPMENT AND WORK PERFORMED FOR A MINIMUM PERIOD OF TWO(2)YEARS FROM THE DATE OF 2. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. EQUIPMENT DURING TRENCHING OPERATIONS. Q F W ACCEPTANCE. 3. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE o 2 ~ U B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50/o OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY F 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 IMPROVEMENTS ARE IN PLACE AN FUNCTIONING. SURFACE. w w 00 PRIOR TO ANY CONSTRUCTION WITHIN THE RIGHT-OF-WAY. NO SEPARATE PAYMENT SHALL BE MADE. 4. IF REQUIRED,CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DIVISION OF 0 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND TRAFFIC CONTROL PLANS REQUIRED FOR ALL WORK ASSOCIATED WITH THE PROJECT. ENVIRONMENTAL QUALITY IDEQ). CONTACT CRAIG SHEPHARD AT THE SOUTHWEST REGIONAL IDEQ OFFICE(208.373.0557). CONTRACTOR SHALL SUBMIT TO C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MACH LINE O a CONTRACTOR SHALL OBTAIN NECESSARY TRAFFIC CONTROL PLAN APPROVALS FROM THE APPROPRIATE JURISDICTIONAL AGENCIES AND PROVIDE A COPY OF SAID IDEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF PROPOSED BMP'S AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. APPROVED PLAN TO ENGINEER. NO SEPARATE PAYMENT SHALL BE MADE. CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL FREE OF SEDIMENT SAND DEBRIS BEFORE IT LEAVES THE SITE. OA� D. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT 21. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND SHALL NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS, OMISSIONS 5 MATERIAL. SHALL OBTAIN APPROVAL OF ALL SUBGRADES FROM OWNER'S GEOTECHNICAL ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY FILL MEET COMPACTION STANDARDS OR TIME IS CRITICAL FACTOR. �<tS�G\STE OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING WORK. Q 22. ALL LOGS, STUMPS, ROOTS, BRUSH,VEGETATION OR OTHER DEBRIS NOT SUITABLE FOR STRUCTURAL FOUNDATION SHALL BE REMOVED FROM CONSTRUCTION 6. NO WORK SHALL BE PERFORMED WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A SECTION 404 PERMIT HAS BEEN ISSUED BY THE US ARMY CORP OF E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. AREAS. THICKNESS OF TOPSOIL TO BE REMOVED MAY BE ADJUSTED BY THE OWNER'S GEOTECHNICAL INSPECTOR BASED ON ACTUAL FIELD CONDITIONS. ALL ENGINEERS. ALL WORK WITH THE WETLAND AREAS SHOWN HERE TO THE REQUIREMENTS OF SAID 404 PERMIT. 3 TOPSOIL FROM DISTURBED AREAS SHALL BE STOCKPILED ON SITE AS DIRECTED BY OWNER,ARCHITECT OR PROJECT ENGINEER. STOCKPILED MATERIALS THAT ARE 7. STRIP AND STOCKPILE TOPSOIL PER THE GEOTECHNICAL REPORT RECOMMENDATION AND DISPOSE OF DEBRIS OFFSITE.THE DEPTH OF STRIPPING WILL F. THE ASPHALT CUT LINE IS A 2.0'MINIMUM FOR PAVEMENT PATCHES (INCLUDING DRIVEWAY APPROACHES,AND UTILITY CUT STREET REPAIRS.) NOT USED ONSITE SHALL BE HAULED OFF AND DISPOSED OF BY THE CONTRACTOR AT THEIR EXPENSE,AS DIRECTED BY OWNER OR ARCHITECT. VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE. SOIL COMPOSITION INCLUDING SOIL TYPE, MOISTURE CONTENT,AND STABILITY,AND PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE ISPWC STANDARDS FOR STREET REPAIRS(SEE SD-301,SD-303,AND SD-806(MINIMUM LP 12-18-20 �o 23. ALL AGGREGATE COURSES OR SURFACES SHALL CONFORM TO THE REQUIREMENTS OF DIVISION 800 OF THE ISPWC. THE WEATHER CONDITIONS DURING CONSTRUCTION. STRIPPING DEPTHS SHALL BE DIRECTED BY THE GEOTECHNICAL REPRESENTATIVE. LOCATION OF CROSS-SLOPE). qTF OF 24. CUT AND FILL SLOPES SHALL BE PER PLANS. IN NO CASE SHALL ANY SLOPE BE STEEPER THAN 3:1. (HORIZONTAL:VERTICAL) STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER PRIOR C PLACEMENT. 90 S ER\c�So 12. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT 8. STRUCTURAL FILL IS DEFINED BY THE GEOTECHNICAL REPORT. SEE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY OR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL 25. CONTRACTOR SHALL MAINTAIN ACCURATE AS-BUILT PLANS THROUGHOUT THE DURATION OF CONSTRUCTION. NOTE ALL EXISTING AND NEW INFRASTRUCTURE 9. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE PROJECT LIMIT OR TO REMAIN,AND WHICH TREES ARE VARIANCES FROM POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION,WERE APPROVED FOR HORIZONTAL AND VERTICAL LOCATIONS,TYPE, DEPTH, MATERIAL AND SIZE AND PROVIDE THE AS-BUILTS TO ENGINEER FOR RECORD DRAWING PREPARATION. NO TO BE REMOVED. REMOVE TREES AND ROOT BALLS AS DIRECTED BY OWNER. THE PROJECT: NONE. • • SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. . 0 • • • • 10. TOPSOIL AND OTHER STOCKPILE AREAS,TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER BEFORE THE START OF CONSTRUCTION. •• •• co 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 13. FOR SUBDIVISION SIGN INSTALLATION-OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. w •• co co CONCRETE(ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED TRAFFIC YELLOW. ALL PEDESTRIAN RAMPS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE 11. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. . • • .. .. .. CONSTRUCTED IN ACCORDANCE WITH CURRENT A.D.A. STANDARDS AND ACHD STANDARDS. 12. ALL MATERIAL FURNISHED ON, OR FOR,THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES, OR AS SET FORTH HEREIN, 14. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION. ` .• .• .• • WHICHEVER IS MORE RESTRICTIVE.CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS • • C\j� C\j� N 27. RETAIN AND PROTECT ALL TREES, SHRUBS,AND UTILITIES UNLESS OTHERWISE NOTED. AT THE REQUEST OF AGENCY AND OR THE ENGINEER. 28. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AT CONTRACTORS EXPENSE. • 13. ALL EXCESS EXCAVATED EARTH MATERIALS SHALL BE HAULED OFF SITE AND BE DISPOSED OF BY CONTRACTOR-NO SEPARATE PAYMENT SHALL BE MADE. ENVIRONMENTAL RESTRAINTS C\l 29. CONTRACTOR SHALL PROVIDE ALL SURFACE RESTORATION, INCLUDING BUT NOT LIMITED TO HARD SURFACING, LANDSCAPE,AND IRRIGATION REPAIR FOR WORK TOco BE CONSTRUCTED IN EXISTING IMPROVED AREAS. • 30. CONTRACTOR SHALL RESET ANY EXISTING SURVEY MONUMENTATION INCLUDING BUT NOT LIMITED TO PROPERTY PINS, BRASS CAPS, DISTURBED AS RESULT OF PRESSURE IRRIGATION CONSTRUCTION. 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. 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. EQUIPMENT: EQUIPMENT IS TO BE SERVICED ONLY IN SERVICE AREAS. TAKE MEASURES TO PREVENT SPILLS OF OIL OR OTHER FLUIDS. a a 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION 3. SANITARY: PROVIDE SANITARY FACILITIES FOR ALL WORKERS. ow Qa SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. 4. DUST CONTROL: HAVE AVAILABLE AT ALL TIMES ADEQUATE SPRINKLER EQUIPMENT TO ABATE. NO EXTRA PAYMENT WILL BE MADE FOR SPRINKLING za OPERATIONS. FAILURE TO CONTROL DUST MAY RESULT IN TEMPORARY SHUTDOWN OF THE PROJECT. PROVIDE ALL WATER NECESSARY FOR SPRINKLING o OPERATIONS. oa CITY ROADWAY NOTES 5. SITE PROTECTION: LIMIT WORK TO ONLY THOSE AREAS AS DEFINED ON THE PLANS AND ONLY AS NECESSARY. PROTECT EXISTING SITE AGAINST DAMAGE g AND EROSION. �m 00 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SWPPP PREPARED FOR THIS PROJECT. 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. 7. THE CONTRACTOR IS RESPONSIBLE FOR NOI'S WITH EPA AND ALL STATE AND LOCAL PERMITTING. &g 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 8. CONTRACTOR SHALL PREPARE AND SUBMIT (2)TWO COPIES OF THE COMPLETE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP)TO ACHD o CONSTRUCTION SERVICES AT THE TIME THE RIGHT-OF-WAY PERMIT APPLICATION IS SUBMITTED. ALLOW 72-HOURS FOR ACHD REVIEW AND APPROVAL. cn oz > >- ui w> �a �r UTILITIES �o J� 1. CONTRACTOR SHALL COORDINATE JOINT TRENCH UTILITY CONSTRUCTION FOR ALL UTILITY RUNNING LINES AND DEVICES. NO SEPARATE PAYMENT SHALL BE �w MADE FOR THIS WORK. ok �3 2. CONSTRUCT STREET LIGHTS IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS. PROVIDE ALL WORK AND MATERIALS REQUIRED,AND CONNECT a STREET LIGHTS TO POWER. COORDINATE WORK WITH IDAHO POWER. c 3 aY 3. ALL UTILITY TRENCH BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PER THE PROJECT GEOTECHNICAL REPORT. ° 03 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. U Z � - n w rn W Q p}p Z co U w Ocl CD N N cow Q U �X Z d 2 Q O w w a wOf 0-1 Q a a o JOB NUMBER: ID620043 W DATE: 12-8-20 OSHEET NUMBER: w Z w C1 . 1 w _ U) —— 24 �e a � 3- N89'20'48"W 1319.53' W. VICTORYmh E /16 S89'21'45"E 24 19 Z y 1/4 - - ----- ----- ------------- N89°20'48"W v 25 852.42' -—-—- -—-—- - - - - - - -—-—-—-—-—- - - _ �� - 467.11 I 1320 00 = =E=N--- ---- _ -- 25 0 O� O .o o —EP _ _____-______ ______________ _�____ NG - - DINT OF o O yCJ x MERIDIAN SEWER AND 25 PRESCRIP PoGHT- -W ---------- -- -°_ T _° Lu Lu :5 3 .o WAR EA!�_ - _ - F �7I E.G. c.T E c. 101T'm ?IBAUGH c. Z 0 ss s o s --- ss ""„ CANAL EASEMENT, 511 t°e Q_ w g o O r � -� E.G. EG. -.eA/W tl ' TOP , °Q Z w _ - ..me....a a,a>> - __ __ __ F u c d L ___ � `r-----___ —TOP me T TOP TOP�tO/ / a m .3 0 . . ». TOP—TOP RIDENBAUGH CANAL �O� / E1 TOE—TOE— _ _ _—_—TOE - TOE _ _ TOE�/ / LLI Q U g s c ova d 3 v TOE —TOE TOE TOE TOE TOE TOE—TOE TOP r�TOE� TOP` TOP TOP TOP (n - - -- - -o - p TOP EXISTING OVERHEAD POWER ; o = - o E.c. c. E.G. EXISTING IRRIGATION DIST. E. i - 0 o °3 93—°'3 °3 3 ACCESS ROAD EXISTING ABANDONED PUMP HOUSE - wrs N_ c o N __-- -_-- ________'1— _ __ _ _ _________________________________ _ `---------------------- r .... .,....:..," E :.,':.. :. , ... .. .' EXISTING ABANDONED SEWER CURVE TABLE Z' EXISTING IRRIGATION DIST. / ACCESS ROAD ------------; w- CURVE # LENGTH RADIUS DELTA BEARING CHORD L pSo C1 248.25' 857.22' 16'35'34" S13'21'23"E 247.38'00 3 a O / ,s QZ C2 99.12' 305.45' 18'35'34" S14'21'23"E yam+ o EXISTING ABANDONED 18"RCP PIPE N h=N ;3 Lil N PHASE 1 A � .,u'y 0 0 4PI 4PI— 4PI -4P PI 4PI LINE TABLE ar ¢� z \ m of �ai Eo e >ca5 aw aw aw aw aw LINE # LENGTH BEARINGW. CONTENDER D awTo p d No co s Bs as as ash- as - o L1 12.91' S21'39'10"E Q } aL m EXISTING WATER / \ as \ as s as s z d - - AND SEWER STUBS \ av a � / +. L2 55.00' S8932'45"Euj Q FROM TIMBERLINE o \ N z SUB.N0. 2 / ID \- - --- �- ----- / -- - - -- -- -- L3 38.0T SO'26'03"W - N aE� r a L4 36.13' N17'07'41"E m w ET, m `-q 1 li 1-2 \� 2-2 L5 50.86' N21'36'19"W LEGEND 1 /1 7-3 6-3 / 5-3 4-3' 3-3 /1; EXISTING GRAVITY IRRIGATION 1'I II / j 1 / L6 41.41' N7510'24"W 1 EXISTING OVERHEAD • FOUND 1/2 POWER / 1 / i �, /� " DIAMETER IRON PIN \\ i iI, /I x ® FOUND 5/8" DIAMETER IRON PIN ' FOUND ALUMINUM CAP MONUMENT L --2- J j Q FOUND BRASS CAP MONUMENT 4PI 4PI I I 3-2 11 I \ \\ ----- I O CALCULATED POINT CONTACT DICLINE r PHASE 1 8-3 \\\ �°\\ mom ! IN89°Z5'20'1W 197/16' /// �/i PROPERTY BOUNDARY LINE BEFORE DIGGING \ \ \ i a \ 1 I 1 6 ADJACENT PROPERTY LINE _ 1-800-342-1585 I FAPo�LATE 1-3 / \ 4-2 1 \I \ \ Q / \ ENTIIPT / _ EASEMENT LINE AS NOTED -------- _ ------------------------------------ / — E� 4 7scr- -ci-- ,�/' !- \ - - - - - SECTION LINE 1 \ \ I \ \ --- ----------------2-3` ��l LP_N N CENTER LINE c� P N- cn - <r h Lu 5-2 EXISTING GRAVITY IRRIGATION P ti66ti66��6� ,�/ 4P i N N N N ��\ SURVEY TIE LINE U \ FENCE LINE N71 \ o� / \26 1-------- \-- 2s�o---------- - -_=__ " � ------------------ CONTOUR LINE _ \ EXISTING ABANDONED 18"RCP PIPE - // / / �\ --/ - \ \\\ \\ I r I - - - - - - - - - = O� LATERAL IRRIGATION DITCH � 0 / \ q\ ✓' / //// I / \ \� 1 IIII IIII IRR GRAVITY IRRIGATION LINE 11 I I IIII I I — \ \ --11-3 / d 4 INST. / , 1 , ,I I , // so STORM DRAIN LINE cn p Q `\ I '/ LLI m - 7-2 \ I - I r / / /�i I I I I I \I /� I I I 1 I T TELEPHONE LINE Z) 0 \ ` \ \\ \ m/ rn9 II II II II II II II rI I P F.O. FIBER OPTIC LINE 11 w —OWo�n' OVERHEAD POWER LINE Q 8-2 z12-3 P_ UNDERGROUND POWER LINE LLI Z \ \ \\\\\\\\\III I I I I I I I I I Q I I�I`I cc I I I IIII roe TOP OF SLOPE w >_ ,. T ARE _ \ \\��IiIIL �J �\ IIIIIII ICI 1 TOE TOE OF SLOPE Q � W \ \ l 13-3 \'\\��I'I I I 11 1 0l 9-2 \� \ �\ ,\\\ IIII PHASE 2 I Jill'1111N � _I F- 0 EG EG EDGE OF GRAVEL O IIIIIIII II I,III z 0 I I II II11�11 I EP EP Lu EDGE OF PAVEMENT II I II I II \I O d \ 10-2 11 14-3 I II I \ w w WATER LINE IIII, 1 z II11 i i i I I I � 1 o SS_Ss SEWER LINE RwL RECLAIMED WATER LINE �SS FNG/ \� I1 Cm=/7 GAS GAS 11-2 i j lii II \\ 1 I 1 1 rn N T GAS LINE I �\ \\ 15-3 I I I Iiii i i i III'INI i I "� o I CURB AND GUTTER \ z 3 w I CURB I I, tPJ 12-18-20 �O 12-2 Ld PEDESTRIAN RAW ,P 9TF OF \�P O = Dir CJO ; � 16-3 �; InI \ ,� \ II / / I ; III I 1 / \ IIII 111 1 o LANDSCAPE BORDER ER�G� W A GAS MARKER . _ \ 1N I i \• \`\I 1 II I I STREET LIGHT . .13-2 'It . . 17-3z SIGNAL POLEoN LED - ( �_ o MAILBOX •co '• •• • . . . m / f E i -T' / \ G III 11 11 II /\ II II III II "14-2 / — I I III 11 I I I I � I 18-3.�' ; I I I, III I I 1 \ IIIIII I'I I � ® SIGNAL JUNCTION BOX a , / f III, lol 11 I I I ❑ POWER BOX u 1 J o 9 PHASE 1 .' co li IIII I'S I II ^IIIIIII P " o N I I m 1 I; Iiiii i PHASE 2 I Ni I i i I I ® CATCH BASIN — F �III U t IIII I I II IIIIIII 111 � 1 I I I; IIIIII I I III © AIR CONDITIONING UNIT II 15-2--- i 19-3 ;i'I I III I j I I I I I 11 / 11 j i�i I. Iiiii i II N RR RAILROAD CROSSING ARM/SIGNAL \ I !III1IIIIiIIIiII I I li II I Ii II I 11 II I II i \� SIGN F Z Q ogz to v ' ; I; IIII I I I TELECOMMUNICATIONS RISER 0; It i' 20-3 go o 16=2 POWER POLE ws /I N �= /Ili\I II 11 \\ \I ' 1 I I I O WATER VALVE oz iit �I 11 FIRE HYDRANTz. 21-3 I \ \ 'll I I I I / \ It 17-2 �'' 6a I I 1 0 / o I \ GATE �? I� I'I I I I I N / r-`\' III I \ Ijl \\ 1\ II \ STORM DRAIN STUB �; I i Il �❑ IRRIGATION STRUCTURE o oa \ / IiII71�=v `�11 \ fl I i i ® ORCHARD VALVE 22-3 I Ii ail'it%' NI \ _ ,SEWER STUB lc / III o3 �� i1nlil��i/l; �2 // _ / ; I I OO MANHOLE ® \ IIIIII`\\I t \ 1 ss� I / WATER STUB- / / I z �Z �� ik iill� ili��\`1 \\ ` �� /' -40fl 00' i \\ BENCHMARK oz I \ / \ I IIII\ter'',\I`ll/1 ' \ / // J \q 19-2 III\�� r \ l I \ ® GROUNDWATER MONITOR WELL W w� \ 8 23-3 / --_� - ' ' . , �89 35'31 E I ===-d / �Z \ / ---- _-- _ _ r / / 4PI \\ EXISTING WATER MAIN DECIDUOUS TREE N 266 I \ ao \ °\ 20-2/ 8" s\ aw g w ---- EVERGREEN TREE/BUSH z° \q `\ ti66 ti IPEG S J� S PHASE 1 s W ' -------- -- -- z W a DECIDUOUS BUSH Y- o 21-2 EXISITNG WELL z yin �3 _ \ 22-2 \, PIPE END m / \ \ EXISTING WATER MAIN I�I /' \\��\`\\\ Ln W I EXISTING GRAVITY IRRIGATION — I APPROXIMATE LOCATION OF EXISTING 3— \ GRAVITY IRRIGATION ci in En +"-mow " r\ \2r W N W J 00 05 (610 o Lu 41 CJ X V Z 24-2 `�:�y2 S0, / \ O Lu WLL 0- 0- o o� \\ \\ \\ 1\ \ EXISTING POND \ / / \ \\ \\ \ \\ \\ \q\ / JOB NUMBER: PONo I \ \ \ \ \ \ oWrn M/hrt 1 TOPOGRAPHIC SURVEY IDB2100 s I \ \ \ \ HIGH wam r-zssoso' I , \\ \ �\ \ AN SEWER AND EASEMENT, INST. 0 60 120 O DATE: 12-8-20 EXISTING SEWER MAIN ,�' / Feet O SHEET NUMBER: 0 0 2 \Sg\\ \ // / ' / / W __---- - cl .2 --_ ------ � w Nu+ x x IS88 '4 "E 206.86' 3 t - - wZ 00 LL Q B \ EP I \ EP 1 EP I 18GI o \ / / / / // > 3 _ ca PI I I -� \ �� GI\ I / / / O - ° CEP I EP N N PHASE 1 i ��EP _� N 8G1 -�, , EG.� 0- - _ --~ - I I _ti� a 30 G. O do�� s ��3 � o o N N EP /I EP /1 EP I CON-MATCH:2670.77 I �� l Q U t = o I I ��/ I CON-MATCH:2670.99 o.o a N EP / / /' �/ ��EP - I ao P ,I EP // // // / / / // EP �� I FG:2675.21 T EP 0 ¢ - a J °'� 85 4PI / FG:2675.21._ w w � � "� -_ - y / _ �7_ 669.00 CON:2670.25 _ O L o_ a � a x z O Q z �_ � o s 6 FG:2668.43 - �L R6 \, o w o w Z w cn 4� 5 co E 00 W Lu ¢ O Q a W-FG:2669.94 I /o '� \os13 4. �\ l OZVQ OZQ � � LL � � � Q < � o �� E�o ti CON:2670.30a `� ?s F- o ¢ w F- 0 � � Ooo ¢ LL LL ao � o�N � -�:3 a. _ _ a o a u) Lu o a cn FG:2668.48 / / ------ - -- - 4P �. _ ?s s3 0 o a o o w a �� y Z I�'267� O � ww O � x � o0 uj� � OO � O V _ PHASES // // // // /// / /� / /�\\` ��\\ - ___ \� \ �"��FG_22 .29 l � lljl c0 � � "' O � � � 3 �� a FG-MATCH:2677.65 2671- ---- - FG:2675.21 r - 7=3 - FG:2669.97 a Ey = -- - -- _- c 61 \ -_ o 00 00 00 00 0 c� =a a L E a s y y -2670- - - - -_ \ o 0 FG:2668.40. _�I / \/\\ o t 0. o c GRADING ADJACENT TO CONCRETE PAVEMENT GRADING ADJACENT TO ASPHALT PATHWAY N H olo 0 0 `3673 / e\ / i 1 FG:2669.96 2. :1 _ - a a E 0 I: mw a o� FG:2675.21 � I j GRADING ADJACENT TO ASPHALT / o co l:- 'goo I 38-3 s I s FG:2668.32 Q / / /// I ° `, I I III a i ' PATHWAYS AND CONCRETE PAVEMENT 1 � 35-3 I \ \ l 500- 1 I I II I ,I II s FG-MATCH:2678.51 s I / / / �� i / /� � / CONTACT DMNE N 48-HOURS /�ql'/ q�/�// co N BEFORE DIGgNC FG:2668.97 \ I I I I n -800-342-15$5 FG:2668.96 ' .......- ... .......... ....................a,,....... ..... .\ N FG:2664.64 I I \ \� \>( C /( ////IIII I I I I I I I I I / M I � \ \ ( ,� I I I I I I � // FG:2668.93 \\ II FG:2668.11 \ \ \ III I I �',.• I I r:J04 w 4 Legend I \ \• \ •\ \ \ \ \ \\ \\ \ \s4rtsl I� I I I I I I I �\ ,/ / \ ••'��. / I I I I I I I I � � ' 4 U c� \ \ I I \ Q I \ \ \• \ \ \ \ I I I I / / CON:2668.93 o I I I I 12.9:1 FG: FINISHED GRADE J = 'o N � \ / CON:2668.90 \ \ \ I I N I N II EX-GND: EXISTING GRADE 2 z \ \• \ \ \ \ \ \ \ \ I I I \ / I FG-MATCH:2678.46 O FG:2668.81 \ \ I I I I I N I j O \ \ \ \ \• \ \ \, \ \ \ \ \\ \\ \� I I I I I / r M FG 2668.78 I N N I II TOE: FINISHED GRADE AT TOE OF SLOPE p TOB: FINISHED GRADE AT TOP OF BANK Z m Q _ s�3 I I II MATCH: MATCH GRADE w I I I I II I ' c � , I I I I I CON: FINISHED GRADE OF CONCRETE O Y w FG:2664.80 \\\\ III I I I I I ti \ I :• 1 I I I I I III _ Lu I I I ^ ^ FL: FINISHED GRADE OF FLOW LINE Q \ \ \ I IT 11 =-o - -I M I II II I I II I I IN N w Q Z I o.so% FG:2668.29 I I N u s\\ ` ` `\� `\\ \ \ \\ 11\ FG:2668.68 \' IIIII ' I Keyed Notes O Q w I I': I I I I I I I I \ j 2 F U I I I 1 j c> O ��\\\\ \� \�\ I I I I I I 1 z w \ / / I I I 1. GRADE BREAK. o I \ \ I / FG:2668.58 'I I I I \ a\ \ I I I 1 \ \ I } I I 11 I I o a U\ \�� / \ / 1.00°i° I I FG:2669.2133-3 2. MATCH GRADE AT PROPERTY LINE. III ' \ \ \. \. \I I I /- - I- L� t FG-MATCH:2678.41 3. 5-FOOT WIDE CONCRETE SIDEWALK PER II \\\ \\ \ �\ \\\\\ \\ 1 v I \\ \ ? `:.II II FG:2675I21 ISPWC SD-709 WITH 5" CONCRETE THICKNESS00 �SS�ONAL ENG� \I I 'I I I I I it N AND 6"4" CRUSHED AGGREGATE BASE �<cG�STE 10.00' THICKNESS. ALL SIDEWALK SLOPES SHALL COMPLY WITH ADA STANDARDS. 3 FG:2664.82 4. RETAINING WALL BY OTHERS. N cS'J 12-18-20 O 40-3 I i I I II yTF OF \oP� I 11 I I -050% ER\C�g� I j j FG2668.05 FG:2668.46 I 11 I . . . • FG:2668.28 I I I II I : I .• ..I :I I N I .. I FG:2669.18 \.. 32-3 - - I I -3.21 I; • . 'zf I fq - - - -I � �- I-� 'F� FG-MATCH:2677.11 Grading Notes , " " " .• .• .• • FG:2674.21 • • • • . I I I I`. I II 4 1. ALL EARTHWORK INCLUDING BUT NOT LIMITED TO REMEDIATION OVER EXCAVATION REMOVAL OF j f j III I \ I I I ':I I I it I 2 UNSUITABLE SOILS, BUILDING PAD PREPARATION, SLOPE KEYING, CLEARING, GRUBBING, EXCAVATION, ' ' I ( ( III I I 'I �' Ico j I FG:2664.64 I / I N i N I:. N I IN j EMBANKMENT, AND BACKFILL, SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS AND . • 41-3 o I I N REQUIREMENTS INCLUDED IN THE PROJECT GEOTECHNICAL REPORT UNDER THE DIRECTION AND I I 1 N I { N SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. CONTRACTOR SHALL OBTAIN A PHASE 1 INI I f 1 1 I -0.50% I I I N I': v I ` I' COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. ALL EARTHWORK SHALL BE \ FG:2668.19 � I I I I "I I j FG:2667.74 \ <v % / I OVERSEEN, INSPECTED, TESTED, AND APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. 2Z FG:2668.12 <\ I I i i':.I I . 2. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA o �� ow I I \ I I FG:2669.02 : I ' UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AN FUNCTIONING. ao -1.00% - S I i j 10.00' I I \ 31-3 I I I - - - - I -' -4 + 3.3:1 FG-MATCH:2676.99 3. IF REQUIRED, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION <z ° I I I IFG:2674.21 ': ': PERMIT FROM THE IDAHO DIVISION OF ENVIRONMENTAL QUALITY IDEA). CONTACT CRAIG SHEPHARD ATom N THE SOUTHWEST REGIONAL IDEQ OFFICE (208.373.0557). CONTRACTOR SHALL SUBMIT TO IDEA Ao. 11 �,I j 1 I III I I I I 1 1 I I III :I / DEWATERING PLAN WHICH OUTLINES THE LOCATION OF PROPOSED BMP'S AND THE SEQUENCING OF THE 1 j I I I I I I I I I III of / DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL FREE OF �m FG 2664.711 I \ `{., �: \ I I I I I I ( N I SEDIMENT SAND DEBRIS BEFORE IT LEAVES THE SITE. li I I I \ ''•.• I \ 42-3 I I I 4. NO WORK SHALL BE PERFORMED WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A SECTION 404 PERMIT og -0so°i° / �\ I I I I I HAS BEEN ISSUED BY THE US ARMY CORP OF ENGINEERS. ALL WORK WITH THE WETLAND AREAS SHOWN Z w� I ( FG:2667.57 FG:2668.02 / I I I o I j j \ i // \ I _ I I II I I HERE TO THE REQUIREMENTS OF SAID 404 PERMIT. �, z I o� I \ / / °� F :2667.95 / I I I I i 5. TESTING SHALL BE PERFORMED PER THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT w \ I G I w_ / I N 1 N I I � I I I c I AND RECOMMENDATIONS PROVIDED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. �z -1.on. 1 I FG:2668.85 N �o r 1 j I \ I / I -I - r =�- - - , I-II s.41 FG-MATCH: 6. THE SUBGRADE WITHIN THE ROAD RIGHT OF WAYS SHALL STRIPPED, COMPACTED, INSPECTED, AND PROOF J _ �W - N ° N 30-3 \ 1` I 1 G;2673.71 I ROLLED WITH A HEAVY RUBBER TIRED FULL LOADED TANDEM AXLE TRUCK/TRAILER, OR EQUIVALENT, lo I :• I \_2668- 1 I I I 1 I 11 PRIOR TO PLACEMENT OF FILL MATERIAL FILL MATERIAL WITHIN THE ROADWAY AREAS SHALL BE _'o 4 COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY OF THE SOIL PER ASTM D1557. i I II 11 I \ 7. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE N II I FG:2664.95 I I C. I I M PROJECT LIMIT OR TO REMAIN AND WHICH TREES ARE TO BE REMOVED. REMOVE TREES AS DIRECTED BY I I 43-3I I I N I N I N 2 5 OWNER. TIt -0.50°i° I \ N 8. TOPSOIL AND OTHER STOCKPILE AREAS TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER �3 FG:2667.41 FG:2667.86 I \ N I Q a E BEFORE THE START OF CONSTRUCTION. °z o3 I j IIII I � FG:2667.79 \\ I I II N ' 9. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION Q I l j I I I 00 W IFGI:2668.69 I 'I ACTIVITY WITH THE EPA. 1 - I 3.�:1; FG-MATCH:2676.77 10. ALL MATERIAL FURNISHED ON, OR FOR, THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE Q N I I °f I III I I ` 29-3 Ice - - - -1.ao°i° / - -I J I III I II FG:2673.71 _ APPROVING AGENCIES, OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS I I I \ I I I MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT z ° ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� � ■ ■ �� ■ ■ � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � ■ ■ r ■ ■ ■ ■ ■ ■ ■ ■ ■ r ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � ■I■ ■I.■I�i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ THE REQUEST OF AGENCY AND OR THE ENGINEER. Z > � w MATCH LINE SEE SHEET GD.2 11. ALL PEDESTRIAN RAMPS SHALL COMPLY WITH ADA STANDARDS. THE LONGITUDINAL SLOPE OF Q Q m zzt co PEDESTRIAN RAMPS SHALL NOT BE GREATER THAN 12:1; THE CROSS SLOPE MEASURED PERPENDICULAR o 0 0 o m TO TRAVEL SHALL NOT BE GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE MAX a a va = Q z LONGITUDINAL SLOPE, OR CROSS SLOPE. NON COMPLYING WORK SHALL BE REMOVED AND REPLACED AT o Lu w a w ¢� N CONTRACTOR'S EXPENSE. Z a a o GRADINGPLAN AREA A 12. ALL PEDESTRIAN ROUTES, AND SIDEWALKS SHALL COMPLY WITH ADA STANDARDS. THE LONGITUDINAL 0 JOB NUMBER: 0 20 4o SLOPE OF PEDESTRIAN ROUTES (EXCLUDING CURB RAMPS) SHALL NOT BE GREATER THAN 5.0% IDB2100 MEASURED IN THE DIRECTION OF TRAVEL; THE CROSS SLOPE MEASURED PERPENDICULAR TO THE Q FEET DIRECTION OF TRAVEL SHALL NOT BE GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE MAX. � DATE: 12-8-20 LONGITUDINAL SLOPE OR CROSS SLOPES. NON COMPLYING WORK SHALL BE REMOVED AND REPLACED AT SHEET NUMBER: CONTRACTOR'S EXPENSE. w 13. PROVIDE 1-FOOT WIDE FLAT LANDING IN LANDSCAPE AREAS ADJACENT TO ALL SIDEWALKS. GDol w w wz d\ cy 00ILL = mE yEc W D ` 3 T - - _ 0 � N 9 N W �/ ,,^^ r 0 V! t `` _ 0 apo= 0 ��3 Q U - ooN ao2 ¢ d 3 o`c 2.3 �N oU � wE2 a oIS ¢o cE E 0 E y Z MATCH LINE SEE SHEET GD.1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ �■ ■ ■ ■ ■,\\/--/\//'/i/-/'//////////\///��/////-8\w/�----/ti\6/tia 65/6 6'/\///7/6\/6�-/\/'////-/---,_\-/'//N-----//j/-'//Ss IyIsJI I-Iy�1 IIJII I I1�0 I II/NI I�IN�II N�I1 c"I N I II-,a/I i'lII I I/I/I�_-�-I�/+I-Ia�II'I II I I IIII I 1/I I III I I III I/I I 1 II//II L/1oo o I`/N�fII/i�-I II I J/I I I'I I/i11/I IIII/II III'II 1/II I'I I/I 1N��IlI!�/II IIi/'I IIIII II IIII IIII I lI U I II I1II I II III//Ii II//:■;.-/I/1II1 II I I IJ-.1/-I\///I-1 I�/1I/L I�//-r 11I_IIII/I IIIII/I,l/I:/1I I/S//�/-l-1II II<I II IIIII/IIi I/�-�-/I/`IIIII1I IlI�IIIIIII/I//-1/1/I/■I.///I\III I-II I II I I I1-I-J_�IN I~�\(1�I'I��II(\/I I1/�-I I-I\I1\-1 I I II 1 1I I-N\.I/I_■(\-•II\III\NIII',I\//-1///-\�I//\1`I I\I-\11 II/I■Ir I�\-(1\/(�((�I N\-I�II J\1II-I 1-I\� I-II I I)�-Ij\\\1\I I I\I/(-(■I-\\I�I\�/I\I I\1,I I-1 e IJ/I\I I�1 I-■_I N1/\'_,I II'�\I\/II\l I_1■I I\I\l 1 1 1/1\_■1 I I1 ti II n6\1\■\6\�\I\\■/\\f�\\\-_■\-\/\\\■J\-_�---1■\■_i /-:-ti---p--'--'--••. W I/I I I III r,-■ ■ --II■-:■' ■oD°° ■/ ■' ■/ � M6 6I 9:III N/ \EJ\F\F■G IIIGI I III�II/\II III IIII i/:\✓:2■/2W'6I/\-■87\■\ •:6■ ■\-■--■ I■--'■ ■o-°io■. ■ ■/■-'-■2\I-62/6 6$■6 ■ TE6 M■IIII1IIMI jIN1�■r i(I■\N cjII,IIliI I jI I1 I�',I IIIIl■ w. ' 2665.28 II III IaNI I':I N l NI\:1I•E•. I` NmI I` �:'::\II I I L`II-■ -■ _■6.-■-■-■-■-■_■ -■-■'■�/ \■I ■ ■ ■ ■ ■ aQa_�aMWaaQ"c(Q�' O Ea LL _»ay4-3 N o -0.50/ti66 2 IFG:266725 FG. I ,� N N = a UFG:2667.63 N 04 6 FG:2668.53i N L 0 FG-MATCH:2676.20 04 FG:2673.21 cc I I 28-3 Ey amw aa�`-3 ' E o 10.001F :2665.6 � 45-3 3 -0 -0.50% FG:2667.23 FG: ati66 a s -1.00% FG:2668.73I I I I 1-3.61> - FG-MATCH:2674.69 COACT Drap0Na F ILwd°- G�Q ` `zU(�G1S0L ti IFN F� pLuE 27-3 -FOURSFG:2672.21 BEFORE DIGGING 1-800-342-1585 10.00' FG:2666.271 I t 1 46-3 Legend w -0.50% FG:2668.06 COFG:2667.61 FG: FINISHED GRADE = EX-GND: EXISTING GRADE a_Oz 1.00i FG-2669.11T TOE: FINISHED GRADE AT TOE OF SLOPE _ O FG-MATCH:26 Q74.51 � 000 2- 3" FG 2671.71 TOB: FINISHED GRADE AT TOP OF BANK MATCH: MATCH GRADE Q�CON: FINISHED GRADE OF CONCRETE1co \ FL: FINISHED GRADE OF FLOW LINE FG: O w N to C, 47-3 N \/ I I 1 1 Q Q -oso� W zFG:2668.44 0 Keyed Notes N W FG:2668.59 1. GRADE BREAK.266sa O . 3:1 2. MATCH GRADE AT PROPERTY LINE. w Lu L 3 25r3 FG-MATCH:2673.53 Z 0 FG:2670.71 3. RETAINING WALL BY OTHERS. O ao/ 100cn 1 I I I I 11 I I FIG �'sA 668.32 48-3-' 7 FG:2668.82 co 12-18-20 r_ � -2670' / FG:2668.98< OF CD FG:2669.88 - : . 35 F6:2669.88/ ..FG.2668.70 .. -2sss .. . - 000 / -_---- _ -- / 49-3FG:2669.24 FG:2669.20 % 4P1 4R 4P1 2 • --- -:--FG:2669.32- - - P/ 4P 4P1 FG:2670.89 M � - --__ w lo o o�0awwwYU¢wa}m Q w go INV=266 8W 8W 8W W �W 8 8W 10 zlW. WINNIPEG ST. 8 $s � g \ oz z INV=26 6.64' >W --- - - z ---- - --- o W Iwoo �Liz�Uoazk¢3FH3 Lit o3 Z W GRADING PLAN AREA B ce 0 20 40FEET rnx � Q 0 z 0;Ro w Nz WwdQO LL Z ad a JOB NUMBER: a1DB2100 DATE: 12-8-20G d FIG 2667.68 61 SHEET NUMBER: ui w GDm2 w w J 00 IL L 9 c _ -Lu - pU ' w/ a 3 2 _ _ O � N a 0 -°30 - =L _ o aU 0E - o - 10.00'PUID EASEMENT 47.00'ROW 10.00'PUID EASEMENT - a a O - 33.00'TRC TO TRC C/L - - 16.50' 16.50' - - 2=w �c� c c 3 w N a o N Q c E E 2.00' 5.00, 2.00' 2.00' 5.00' 2.00' .75%+/-0.25% 1.75%+/-0.25 o 2% V _ v� —� 2%o r— d o 0 A/N/�/�jVNjV�jV�j/ / //VA/� / o s . 'V� vyV�jV� V�jV�j� a s E o CONCRETE SIDEWALK // CONCRETE SIDEWALK Q PER ACHD SUPPLEMENTAL 2.5"THICKNESS OF PLANT MIX PAVEMENT (1/2"SP-3 MIX DESIGN 58-28) PER ACHD SUPPLEMENTAL =Y o STANDARD DRAWING SD-709 COMPACTED TO 95%OF MAX THEORETICAL DENSITY STANDARD DRAWING SD-709 V U a a 4.0"THICKNESS OF%4'MINUS CRUSHED AGGREGATE BASE d 4) - COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 3"ROLLED CURB(TRC) 3"ROLLED CURB(TRC) N N _ o PER ACHD SUPPLEMENTAL 14.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE PER ACHD SUPPLEMENTAL a o a STANDARD DRAWING SD-702 COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 STANDARD DRAWING SD-702 d __ _ }a 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. CONTACT DMNE 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 48-HMRS THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. BEFORE DKnNC7 6. THE ROADWAY SUBGRADE SHALL EXTEND 6-INCHES BEHIND THE BACK OF CURB. 1-800-342AM N TYPICAL ROADWAY SECTION ATTACHED SIDEWALK - (33/47) (LOCAL) W 1 _j _ a RD.0 O= zo Q u) 0 U) Q W m — Z0 O U � _ � 2 z Q w p z W J Q W _ 0 0 O W W z 0 O a ASS\ONAL Fiy�� Q� \STE �'FF 3 d" 12-18-20 �O doss /( �ERo�S�� • . . mmC • ,, .. 0 • •• co co .. m 00 00 0c . -0 . . . LLI co p a ❑ 0. Q� �a z Qa o� 00 g� m 00 oa 03 og a� O >z �- wLu �a �r Q� ci o z,n -n ow YK �3 o Zc 3 O a3 0 O 1,31 1_ /Lu A U Z � jW rn m Q W c0 Q p}p Z cl 0 of w O N CD m W Q U X Z p � W 0- LL H a 0- JOB NUMBER: IDB2100 QDATE: 12-8-20 SHEET NUMBER: ui a~ RDm0 W 0 0 � - wZ 00 .5 mE� yEc U o a T _ W` w D / a 3 T - - _ LL 3 _ - 9_ O __ d � -ITV- Ids _Ids Id Ifd1z _ Id1 Id Idt % // / / - - - - _._._ _._.�. -,f- ;�,/,34-3=\�\\\ \\\\ \ \ \ \ \\ \\ Keyed Notes O - \ L-1 _------- --- ---- Q 8 �Q 8 �S.�.-. ._._.� g _.-.._.._--.----._. g .--.-._.-.-. - -. �.�-.-.. it/' / �/��-----_-_---\\\\\\\ \\ \�/\ \\ \\ �� \ \ - _ E o" ._ T'o0 0 0 0 _ ____ __ ____ G ____ ...... \ \ � ----- - z-------------- -------o----- - - -------------- -------------- - - ------------ --------------- - ------------------ --- /ice-•t-1�-G -- -- --- _---=-- 1� -� -- - �--- - -- ---- - \ �� --- _---- =- -- ---- ---- -- --------------- �� ------ ------ ------ __ ---- --- 2664- - \ \\ --- ;��--=-- ---_-_-_-_-_-_--___ -- - ------- ------- -------- ------ ` _ ----____-_--2665----_---t- 1. 3" ROLLED CURB AND GUTTER (TRC) PER ACHD =- = y� �J rlJr _�� 1 '��-== 01_�cc�- ----- -----2sss--_-------___ -- -- -_ -___-_ ___ ----- - -I---- ---2sss- ------ \\\ \\ \ \ \\ \ \ SUPPLEMENTAL STANDARD DRAWING SD-702. - `N �� -2662 1 - --1-2664- _ --___= 1 --- --' I ------- �� -------� --�� --------2667- _------- \ \ \ I w \ \ 1 I 'IIINI `r �> I1 _ _------ ___-- -___-- - __ ------�- ---------- ----- \\ \ \ \ \ / � E�� I I I �\ / / ----- __ \ \\ W X 2 STOANDARD DRAWING SD 09.CHD SUPPLEMENTAL I �I� ��\ -2664- -_ _-- - 33-3 ---- O \ \ \ \ i ` \ --2668 ---- ) \ ¢c �E E I� I,/ \ c 3. ASPHALT PAVEMENT SECTION SEE RD.O N III l i l l� �i0 ,- _ -----_ --------___- 6 --2sss-- \ \ \\ \ \ \ ( )• �� Z _- i _____- 2 I 5+66.60,47.98'L \ \ \Q\ \ \\ \ 4. SEE STORM DRAIN ON "SD" SHEETS. =a `24_3 / I 25-3- 26-3 - 27-3 I 28-3 I 29-3 1 30-3 -' 31-3 I 32-3 I TRC:2668.58 1 / \ \\ \ \� \\ \ \ \\ 5. CONTRACTOR SHALL VERIFY EXISTING TRC, LIP OF 3 " ,-\' _ 1 1 1 1 - { L_- 1 / 5+92.48,39.58'L \ \ \ \ I I I I / I I 35-3 \ \ , GUTTER, AND CENTERLINE ELEVATIONS PRIOR TO L 0 s E E 3 W / I � \ 666' � I TRC:2668.71 \ \ \ \ i O =� 0l 2 5+26.32,27.9T L -- - - / \ \ \ \ i i START OF CONSTRUCTION - NOTIFY ENGINEER LL - /� :I I 266� / TRC 27.9 35 -- °'m \ \ i x v >w o 2 / - - - 2669 \ \ �� \ \ \ IMMEDIATELY IF PLAN DISCREPANCIES ARE NOTED. / \ - 6. SAWCUT 2-FEET MIN. OF EXISTING ASPHALT PAVEMENT a `= a / ti / 1 %' 1+42.51,16.50'L m I •1+85.98,16.50'L \ 2+26.98,16.50'L 2+67.98,16.50'L `'. 3+08.98,16.50'L 3+49.98,16.50'L 3+90.98,16.50'L 4+31.98,16.50'L + 1 \\ / \ \� \ \ PERPENDICULAR TO THE ROADWAY CENTERLINE. W C E T T } l i I 4+72.98,16.50'L 5 03.97,16.50'L / I TRC:2668.71 I I TRC:2668.33 I TRC:2667.95 I TRC:2667.57 I TRC:2667.59 I TRC:2667.75 1 TRC:2667.92 / \ \ w TRC-MATCH: I TRC: TRC: \ \ it 1, l I o� \ 6+10.54,16.11'L / \ \ \ \ \ ;� /� 7. REMOVE EXISTING TYPE 1 &TYPE 2 BARRICADES. - - a LIP-MATCH:2668.91 I I sp% \ \ \ _ L L 9 OR y� / I m I 2 -- 2 �r'�o 1 \ \ TRC:2668.85 \\ \ I - _ \ III 7 3 l \;I \, `\m x Notes N C oaEd / 5 53I °\° / \ 1. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 CL:2669.17 -- 3 19.95 F 24 HOURS PRIOR TO REQUESTING \ a' ••. R/ ..... 1 � I / I I \ � � I A MINIMUM O - I I CL:2667.55 3 5+03.97 ,vAlb 6+2 ................................................................... .... i INSPECTION. ' . ti9 , \ M 2. 0 \ I �II i \ ABANDONED BUILDINGS, TEST PITS, O 1 I ' R WATERWAYS ' 7 66' \ 1 _ ^ • _ 4 -�� S.GARIBAL I PL. \ 1 • .......................... �', m x LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY / W 7 m 8 \8W ''�8W /1 8w 8W 8w 8W- 8W 8W "" ' •.......... 6+13.33,0.00' I I I I SHALL BE RE-EXCAVATED TO NATIVE SOIL AND ti �\ 8w .o ° I I III 5 C.2668.93 - �0 5+65 33 6+11 33 I I I I I r� BACKFILLED WITH STRUCTURAL FILL PER ISPWC AllI _ _ _ _ _ _ _ _ _ _ _ i�21 •266 i i I I I � � SPECIFICATIONS PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR CONTACT DICLINE / i \ ^ •''• .. 1 / 5+26.32,27.97'R ' .• \ � I I I � � / / \ 2 66� 2 h� +✓ - ENGINEERED FILL PER ISPWC SPECIFICATIONS AND 48-HOURS / LIP-MATCH:2668.91 \-- - --- _--- - -- = -- - --- -- --- ----- - -- 1 TRC:2668.35 1 I �1 \\ -\ \ / /�� ti66 Qti 1 D / / 6+11.10,14.46'R I I I m -\ PROVIDE A COPY OF THE COMPACTION TEST REPORTS. SEFQRE DIGGING 1+42.49,16.50'R \ \ / "' yp to TRC:2668.86 _ TRC MATCH:2660'R I �6� ��>o I \ \''•, /I / I `I •... I I I - I I \ , / I I _ i� X 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY 1-800''342-1�5 I 2+10.13,16.50'R 2+51.13,16.50'R' 2+g2.13,16.50'R 3+33.13,16.50'R 3+74.13,16.50'R 4+15.13,16.50'R 4+56.13,16.50'R sr I i I I I I I I '' I / I I I 80 / I �.I...� I... WORK WITHIN ASPHALT PAVEMENT AREAS. I I I \ \ I TRC:2668.49' TRC:2668.11 TRC:2667.73 TRC:2667.52 TRC:2667.69 TRC:2667.85 / TRC:2668.01 \ o� - � 1+69.13,16.50'R I �''' I i :37-3I l I 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND I 1 \ J / 5+03.97,16.50'R y i TRC:2668.87 I I \ \ 2Eg�� 266a - - TRC:2668.20 2 / 6+o7.ao,22.3T R \ PIPES AS REQUIRED TO COMPLETE THE NEW 04 i \ - -/ •:- TRC:2668.82 / ' r'I \ ` 4+97.13,16.50'R -_-_-- I � •1..I / ' •' IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE U � \I I 1 \ \ TRC:2668.18 TEMPORARY REROUTING PROVISIONS SUCH THAT THE J Q II 1 \ \ 48-3 I 47-3 I 46-3 I 45-3 I 44-3 I 43-3 1 42-3 1 41-3 I 40-3 I I \ / / J =49-3 FLOW OF IRRIGATION WATER, AND DRAINAGE OF - r j''' •.. I I re>o I I I I I ----T I I I 5+46.39,44.11'R 5+86.86,42.90'R _ / JI I I r �- SURFACE WATER ACROSS THE SITE REMAIN Q Z �� TRC:26_68.48 TRC:2668.68 \ -_2670 / I �:" '� UNINTERRUPTED THROUGHOUT THE DURATION OF _- ------39-3---- --------� ---2671-- //�j7 %f \ CONSTRUCTION. Q - / \ - - -------- -------- ------ -------- ----- -----------------_- -------- --- - ------ ------, I I \ o W I I �6j I �\ �� - -_----_` ---.._2669_............... ''�- - --- -- 2672 - - I'll _ � �.. I \ ---- ------------------ -- -_------- ____ -----------.. ......_......-..---- --- ---------- 2673---- - ----- III I l \ Z -- -- - ---- - +--- _--------2674------- - -�� I ;� !/ \ \ L Q I \ I I I \ ------- 1---------t-------= 1 --__--_--�------__� ---------I------' - -I___------- _---- _-- 2675 -------------- I IIII � / / :. \ uJ m - \ --- ' ---------------- _---------- ---- --- --- ---- --------=_-2676------------� ------ II11111 a : l;.l :;;l \ Z 7 4P1 4P1 ------ -- -- '•;----- __ __ - =------ _---- _-- ------ _-- ---_ - --- 2677-==�, T---=- _-- - ' �jl I co / --- r 4P1 --- 4P1 4 -- --4�L-- __4PI ------ _ ---- - -- - - 4�1 41�1 LPL- API 4P1 4P1 `4P1 Jr �' \ \ _ J !L' ----- _ -- _ W -- _- -- - `1 n........................... r.., . -- - .............................................. -1 -- - X\\ \ _ I _ -... ............ -- ....... _ _- -.....................................................................................................................................................-.... ...... . . ❑ _- - . _-..-...... .................................. %.:. -.�..-- - .. �... 4 Z ..... . .............. 7 I i • �I \\ \I I Q U m \ I = ~ O ) / z o 0 O a N ��5�\0 sA E S. GARIBALDI PL. (STA 1+42.49 TO 6+11.33) Q� F 0 30 60 FEET 3 tPJ 12-18-20 �O 9TF OF \�P 90ss K ER\��5� 0+80 1+00 2+00 3+00 4+00 5+00 6+00 6+60 ' • • • • 2680 26802 cm . . ID .. 00 .. .. .. . 00 o .. + + T r II II � II CID 2676 2676 N � m m _j 0 U' w M M `n � M Q 10 c cM 0 LLo w II CO a a O + O CD N � N O 4 II `�� mII � N M o 1+42. 9 °'+ 'r' N C9 w U) II ' o 2672 ATCH P1 C a u w 2672 r z L EL:2669. 0 "' w � g? fn II 1 o n m J T z W o_a U -0.9 % O a Z 1,50% -1.06% 1• o �_ U U IT °o -0.93° `n 1,9/ 2668 0.40% 2668 d' D ■ Z N =0 U'Y 1 �U Q LL 1 10 Ci O Z� DI-P2-2A �a DI-P2-2B O w I 2664 SDMH-P2-1A 2664 Y- U¢ w3 0 � �O � c 3 Y' O 03 aZ 0 2660 2660 a m W J rn 00 cb cD Q 00 Z W °o d m AAH W 0110 m • V RT.SCALE:1'=3' p w E U (Y U„.. Z /w■ Y/ d d 2656 2656 _�/ JOB NUMBER: 0+80 1+00 2+00 3+00 4+00 5+00 6+00 6+60 a 1 D62100 DATE: 12-8-20 Q SHEET NUMBER: F o RDml W 3✓ _ 00 = mE� yEc DETACHED SIDEWALKS o � �� -_- 5" THICK CONCRETE 12 GUI g = o 1.75% t 0.25% �'' 0 — - - ! a - 9 8 2 6" STANDARD CURB I (q o ti o 2'-D" \ AND GUTTER 3 r a 0 N "3 0 s ., 4 1" BATTER 4" OF 3/4" MINUS CRUSHED BASE � N 10" 1'--2" Po MATERIAL AS PER SECTION-800 LOFrjjyy 8L EXTEND SUBGRADE & BASE 6" BEYOND CURB o w E z o ¢'o c E E PLACE CONCRETE F H O y zo AND CRUSHED BASE 30' CROWN 5" THICK CONCRETE 12 1 GV� PER SD-709 R1/4" TAPER MIN. (WHEN APPLICABLE) (MIN.) 3" ROLLED CURB 75% f 0.25% g 2 y� o= AND GUTTER y o 4 8 FILL � aQ d n \ FLOWLINE 1 b `D ' ' ' TYPE "H1' TYPE "H2" LEGEND a 0 �" _ C ► p 0o 3oN w - °- p. �° ° 1.5% f 0.59 (2% Max. Slope) a y _ y; o 4" OF 3/4" MINUS CRUSHED BASE 2 DIRECTIONAL RAMPS - STANDARD DOMES ♦ 7.3% t 1.0% (5.3% Max. Slope) >_ a"3 y y 3 p MATERIAL AS PER SECTION � 9% t 1.0% (10% Max. Slope) Q o y y4 EXTEND SUBGRADE & BASE p Eon S (> >a d o r r`) 1 6" BEYOND CURB p Q oo Qa 3 D c� 5" THICK CONCRETE CV fn o - 3 B VARIES 12" 12" S O Q +' S o � ` � yow � D 6 B 5-1 D 1.75% t 0.25% E- a E = U " STANDARD CUR 5 d a Q p MONOLITHIC POUR CONCRETE /X �b p D p > �I 1 } PER SECTION-703. AND GUTTER "FSURFACE a o m EXPANSION JOINT AT POINTS REPAIR �Vy p p OF RADII TERMINAL.O© o o: (4' MIN) 4" OF 3/4" MINUS CRUSHED BASE 7• ' 4" AGGREGATE BASE �E�r�E�T� �r MATERIAL AS PER SECTION-800 6" J G O ' 4'-0" EXTLND SUBGRADL & BASE 6" BEYOND CURB R1/2" 2'-0' 2'-0,. G 1 1/2" . . VARIES 12" 5" THICK CONCRETE 12 { 3. G�� TYPE "H3" CONTACT DMINE 4 3" ROLLED CURB 1.75% t 0.25% I I H�� NOTES: d ' . .m AND GUTTER NON DIRECTIONAL RAMPS W/ RADIAL DOMES 48 BEFORE DIGGING OA GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND NOTES: -$QO-$4Q-irj$5 THE PUBLIC AGENCY HAVING JURISDICTION. LEGEND: e n SURFACE REPAIR 4" OF 3/4" MINUS CRUSHED BASE OA RAMPS FOR CORNERS WITH A MIN. 15' RADII AND UTILIZING ROLLED CURB. ® BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACED AS 10 5" OF 3/4" MINUS CRUSHED 0>_/ (4' MIN) MATERIAL AS PER SECTION-800 SPECIFIED AND PAID UNDER SECTION-802 ISPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. AGGREGATE BASE MINIMUM. © RAMPS ARE CONTAINED WITHIN THE CURB RADIUS. O O SUBBASE: PLACE TO LENGTH BEHIND CURE AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. PLACEMENT DEPTH PER O CONCRETE. RAMP DIMENSIONS, MINIMUM DIMENSION INDICATED MUST ALSO MEET SLOPE CRITERIA IDENTIFIED ABOVE. N�� W PLAN OR AS DIRECTED AND PAID UNDER SECTION-801 ISPWC; COMPACTION SHALL MEET REQUIREMENTS OF SECTION 801-ISPWC. �/D /� I O EXTEND SUBGRADE & BASE CURB TYPE = STANDARD 3" ROLLED PER ISPWC SD-702 © CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING (OR CONSISTENT O 1/2" EXPANSION JOINT. T I I I C A L SECTION 6" BEYOND CURB THROAT DEPTH FROM FACE OF CURB NTES: THROAT WIDTH 4'' MIN. J Q WITH 2x SIDEWALK WIDTH FOR SCORE SPACING.) WING = 3' TRAVERSABLE J = OA LOCATION GRADE AND WIDTH TO BE ESTABLISHED OR APPROVED BY THE OWNER.O W WING = 1.5' NON TRAVERSABLE MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPLCIFICATONS. NOTES: O Z © BASE TO BE COMPACTED TO EXCEED 95% OF STANDARD DENSITY.O = O F BACKFILL AS PER ISPWC SECTION-706. OA GRADE OF GUTTER MINIMUM 0.4%. O RAMPS REQUIRE A MINIMUM 4'X4' LANDING IN SIDEWALK 0 1.5% t 0.5% (2% 1 Slope) _ © SLOPE SIDEWALK TOWARD THE STREET NOT TO EXCEED 1.757 f 0.23% UNLESS OTHERWISE SPECIFIED BY THE OWNER. Q (n 0 OE RAMPS SHALL NOT EXCEED 12;1 (8.37) SLOPE & TRAVERSABLE WINGS 10;1 (10%) © SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC R€GHT-OF-WAY. O FILLET DETAIL FOR CORNER RADIUS 15 FEET OR LESS, O SCORE AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 5 FEET SPACING. (n Q Z O NON TRAVERSABLE AREA - PATTERNED CONCRETE\LAWN\GRAVEL\ETC. O USE ROLLED CURB IN RESIDENTIAL AREAS. WHEN LOCAL JURISDICTION REQUIRES VERTICAL CURB AT O Q INTERSECTIONS VERTICAL CURB LENGTH TO BE FULL RADIUS PLUS 5 FEET AT EACH END. TRANSITION LENGTH FILLET AND BASE SECTION THICKNESS SHALL MATCH THE VALLEY GUTTER, TYPICAL. E0 1/2" TRANSVERSE PREFORMED BITUMINOUS JOINTS J THE AERIAL POINTS FOR CURVE AND WHERE SIDEWALK IS PLACED BETWEEN TWO w m — FROM ROLLED CURB TO VERTICAL CURB 2 FEET. PERMANENT FOUNDATIONS, PLACE 1/2" EXPANSION JOINT MATERIAL ALONG THE BACK OF WALK THE FULL LENGTH. UG 4'x4' FLAT STREET SIDE LANDING - CONCRETE FILLET IS REQUIRED (AS SHOWN) CC Z D O PAY LIMITS FOR VALLEY GUTTER. CONCRETE FILLET MUST HAVE A THICKNESS OF 8" AS SHOWN ON SD-708 G U O DRIVEWAY APPROACH ACROSS PLANTER STRIP TO BL 5" MINIMUM CONCRETE OVER 4" OF 3/4" OH CURB IS NOT REQUIRED TO BE FULL-HEIGHT O Y W MINUS CRUSHED BASE. z Q 2017 ACHD REVISION 2077 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION Sheet 1 Of 3 Z IDAHO STANDARDS " IDAHO STANDARDS IDAHO STANDARDS IDAHO STANDARDS „ 6 FOR PUBLIC WORKS 3 ROLLED STANDARD DRAWING FOR PUBLIC WORKS STANDARD DRAWING FOR PUBLIC WORKS CONCRETE STANDARD DRAWING FOR PUBLIC WORKS PEDESTRIAN RAMP TYPE H STANDARD DRAWING Q W CONSTRUCTION N0. CONSTRUCTION VALLEY GUTTER NO. Q CONSTRUCTION NO' CONSTRUCTION IN 0. O (ACHD SUPPLEMENT) CURB AND GUTTER SD- 702 (ACHD SUPPLEMENT) SD - 70U (ACHD SUPPLEMENT) SIDEWALK SD- 709 (ACHD SUPPLEMENT) FOR ROLLED CURB SD—�12H w w � 3: w O 0- ASS\WL ENG� Q� srE OFF 3 tPJ 12-18-20 �O 9TF OF P 90ss K ER��S� - . . . - 0- co .. .. .. . • . . . .. w Q to oU K o O a� a a< z o U o O 3� �m 00 zQ o_ U� 03 og .z w5 O �D D oti > �z w wJ Q' w a'U Zz O U'Y �U J W l w l o Ci o z to U d OW Y k U¢ ¢3 wF I o �E c�3 Y�' LZ6 oo U Lo w rn cb 00 D Z } Z 00 0 2 pR00 L) W Y N m U Z CL a T wd�W 0- 0- 10 JOB NUMBER: > 1 DB2100 DATE: 12-8-20 SHEET NUMBER: lii J o w RD.2 w w - wZ 00LL W ` 3 T - _ _ O � N 9 N �/ ,,^^ y0 W V! t _ 0 ap \ I 0+60 1+00 2+00 3+00 3+40 j S IIIII I I 2672 2672 I l 11 I I I I 1 I 00 o �T CJ r n d 3 j III I II 1\ SDMH-P2-IACD - - - - PROPOSED GRADE @ STORM DRAIN CENTERLINE N o E z ti III 29-3 3+19.95 -5.00L I s - I I I III 11 I I RIM: 2667.45 a `a " _ 3 I N N H o� E j 1 III I I I 12"IE IN:2664.16(E) A - z z p Z N 0 8 V I I I I I I 12" IE IN:2664.16(W) W W W I M � � � � � y o _ III 17.50'OF 12"C-900 PVC @ 0.557% 16"IE OUT:2663 3 o I I I I 1 I .91 (S) o� III �V100: 3.4 FPS I LIP:2667.26 CD =E y LIP:2667.26 8 .2 U. I I g€ 1j 1l II II II III II I I II "APPROXIMATE EXISTING GRADE 2668 a 2 ay o DI.P2-2A DI-P2-213 2668 a� a iN Elm DRAIN CENTERLINE 3+19.95,-14.50L 3+19.95, 14.50R a j l I I III I I I RIM:2667.26 RIM: 2667.26 o r d (0j IIIII I I I 12"IE OUT:2664.26(E) 12"IE OUT: 2664.26(W) E o Ta o 04 IIIII I I I _ QP100: 1.10 CFS QP100: 1.13 CFS - - �, - N Q } > a I IIIII I I I 283 L I EXISTING 16"C-905 STORM DRAIN N N o y N � aEd o U 0 I I I I I I I I I I p I a w - IIIII I I I 0 I N 2 I 154.72'OF 16"C 905 PVC @ 0.152% ' IIIII I I I I 2664 2664 I - S IIII I I I I 7.50'OF 12"SDR 35 PVC @ 1.333% 0 1 �I IIII I I I I V100:4.7 FPS o �� DI-P2-2B �I ) IIII I I I I M I N�o 3+19.95, 14.50R IIII I I I RIM: 2667.26 ° I IIII TO I I 27_3 I 00 �� - - - 1+63.23 12"IE OUT: 2664.26(W) CONTACT DKaLINE I I16"IE: 2663.67 -E I IIII I N I i I' REMOVE CAP AND MARKER DI-P2-2A 48-HOURS IIII I EXISTING 1000 GAL S&G TRAP P1-3 BEFORE DIGGING 1 1 I I I I I I I I N I CONNECT TO EXISTING 3+19.95, -14.50E -800-342-1585 J i 1 1 1 1 1 I I I N 16"C-905 STORM DRAIN RIM:2667.26 IIII I I I I I 12"IE OUT: 2664.26(E) N o N 2660 2660 w v / \ I U c� STORM DRAIN PROFILE - S. GARIBAL I PL. J � •� I / \ \ 1 \ 266$. I N � I HORIZONTAL SCALE: 1"=20' O Z I V) J •. - - - - _ VERTICAL SCALE:1"=2' = O o % 26:3 - i a � --- 2658 2658 o II I ... II 154.72'OF 16"C-905 PVC @ 0.152% Ei I \ \ 0+60 1+00 2+00 3+00 3+40 - >_ _ V100: 2.5 FPS Q / Z Lu � tY OLu l 11 t l -\- - - I M co vi / I \`� \ / = Q 2 � s l I I I 1 \ 1 / - I , W Z 1 IIII 1 1 1 \ 11 11 'I {/ /5 \\ 6 Q J w Keyed Notes O � o C- J III \ \ 1 2573 \ \ Z wo ! c 00 \ �°� 1. INLET CATCH BASIN TYPE-IV(FOR ROLLED CURB) PER ACHD o 0- �I I III I I I/� \ \ \I '1 ' ' l I N I \\ :�6 SUPPLEMENTAL DRAWING SD-604A (SEE SHEET SD.2). STORM DRAIN �I o I II I I �/// /,/ I ( ( \� PIPES ENTERING AND EXITING INLETS SHALL BE CONSTRUCTED IN SS�WL FNG ACCORDANCE WITH ACHD ALIGNMENT TOLERANCES AT THE INLET - �� G\STE M I / 4 COORDINATE TOLERANCES AND REQUIREMENTS WITH ACHD INSPECTOR Q� Fes' - - PRIOR TO STORM DRAIN CONSTRUCTION. DEFECTIVE WORK SHALL BE 1 3 -2668 3 REMOVED AND REPLACED AS REQUIRED BY ACHD. NO ADDITIONAL can ti�� CO ' 1 \ \ \ I co / /;•I` --2669 PAYMENT SHALL BE MADE. < // J'J 12-18-20 �o 2. 48" DIA. CONCRETE CATCH MANHOLE PER ISPWC SD-611. USE Apo qTF OF �2670--- _ OLDCASTLE MHL 136 FLAT 48" DIA. PRECAST CONCRETE LID. 3. REMOVE MARKER AND CAP AND CONNECT TO EXISTING 16" C-905 PVC g / / / IIII / „( `✓%jam\ \ / I..• ./ ( I I STORM DRAIN. LO .. II I �\✓//l rl (/ I'"/ 11 ,L669 16"IE: 2663.67 .• /: // �� I I ,26�° -� � � :. :. ' • L --1 - �!--- 1+63.23 / / • / - JS --- ---- --- -- --- - - / ;� - --_2668-2667 ---_ - _-� -- _`l // // I // /// 4 • • : : IJ I I 4P1 4P1 4P1 / - < J \ III I I / \ / II �11 / 4PI /v---------- I / - PI 4P1 Mo 00 ----_-- y --- \ c° \ w \ \ Q 10 0 oW }0 8W 8W / 8W 8W W 669�$W 8W <z o it / W. WINNIPEG ST. z. / o \ \\ K 0 \ \ zz oa 0 3 az Z D O / Pi D j �- w O 1 Lu ro U -�-- \CD .1 10 / - -- zo oa ow N N Yk U¢ w3 STORM DRAIN - AREA 1 �3 Y' 0 20 40 z o0 U3 FEET I U Zz Q W J � [O � LLJ D Ja m Z11p° a I� U Lu O N N m Z "v Z 0 Lu WILL 0 JOB NUMBER: 0 1 DB2100 DATE: 12-8-20 SHEET NUMBER: w O F_ P SDml w v/ w - wZ 00LL LU ` 3_T — _f _ 1 0 � _ a _ 9 B 2 2 a O N "3 0 - s = 5 dosc75 oA�.3� QU 36" y = ._ 2 Lo �30�� 26" O A o o°o° 6 o�o°O°o°o°ono - A °°0 0 0 0 0 000 TI 00'3 � 0 4 NOTCH L STORM p o U ¢ N o 2°X2„ L p DRAIN p �� Z O O <a A A / °00000000000° yip o00000 - yoa� 2 4 j O 00000 O 2 . 1/16" LIP (TYPICAL) r / / 3 - o L OO E` 26-1/2" _ M O `_ E 3 o w U- - o N TOP VIEW a � a3Noo CLC E o z O =o T d 0 s p / 4 5 PLAN a c SECTION B—B 8SECTION A—A ISOMETRIC N.T.s. a N o a T� 8 z 'o_ o w` N.T.S. � 2 a E d o 6„ 7(MIN.) =a�-_r o B GRATE TYPE Ill mw s a o� TOP VIEW N.T.S. a �' ° __�_ 1 8" RADIUS UP TO INLET CATCH BASIN, SILL ROLLED CURB SD-702. ' HAND FORM RADIUS AT INLET CATCH BASIN TO FIT I 2 3 28 a 95 2._0„ CONTACT DICLINE 4 "'OR 2-6 0 48-HOURS z 2" LIP _a 4 9 2' 6 SEE NOTES BELOW a NOTE: BEFORE DIGGINGr� ^ SECTION A—A 0TOP OF COLLAR TO BE FLUSH �-800-342-IN5 �2„ 7 27 1/2" I.D. N.T.S. WITH MANHOLE COVLR. a 0.2% MIN OB 3LB PER CY OF FIBER-REINFORCED SLOPE IN LIEU LEGEND > LEGEND REEBAR WITH ENGINEER SD APPROVAL F N A , Lu 1 ADJOINING TOP OF CURB. ( #4 REBAR (2 EACH) SEE SECTION A-A). J Q G 1-3/4" x 1-3/4" x 1/4" O2 #4 REBAR AT 20" SPACING. 7 J = o CATCH O OUTLET. AREA STEEL ANGLE O SCORES. 1/8"-1/4 O a O3 PAVEMENT SURFACE. 2 STANDARD GRATE AND GRATE FRAME TOP VIEW END VIEW ® RIM. 10 Q O O SEE 50-609 OR SD-610A. O FRAME AND COVER PER SD-617. a °e ° O STANDARD ROLLED CURB AND GUTTER. 8 1 2 6" GRATE FRAME DETAIL Z © SEE "DETAIL A" FOR REBAR IN COLLAR. 4 a , m Q O N O TE S a 4" X 4" X 8/8° ANGLE IRON 2'-4" N.T.S. O7 FINISHED GRADE. ° a w(3) 7" N0.4 BARS AO FOUR-SIDED FRAME IS REQUIRED. O SLE OTHLR STANDARDco LEGEND DRAWINGS OF MANHOLLS FOR MAXIMUM HEIGHT, 2 (MIN.) Z O7 a f O co L11 SECTION A—A O9 GROUT BETWEEN RING AND COVER AND GRADE RINGS. _ � 2 O EDGE OF GUTTER Oj 1-1/2" x 3/4" STEEL BARS (TYP.). Q N.T.S. 10 FRIBILLATED POLYPROPYLENE FIBER (1 1/2 LBS. PER CY) DETAIL A z O2 1/4" FILLET WELD ALL BARS. MAY BE USED IN LIEU OF #4 REBAR IN CONCRETE w Z 4 PLACES (TYP.) COLLARS. N.T.S. 0 z Lu 2017 ACHD REVISION O3 WELD (4) 1/2"x7" STUDS. Q w 2017 ACHD REVISION 2017 ACHD REVISION = O IDAHO STANDARDS INLET CATCH BASIN STANDARD DRAWING IDAHO STANDARDS CATCH BASIN GRATE STANDARD DRAWING IDAHO STANDARDS STANDARD DRAWING Z 0 FOR PUBLIC WORKS N0. FOR PUBLIC WORKS NO. FOR PUBLIC WORKS MANHOLE COLLAR NO, o a CONSTRUCTION TYPE IV (FOR ROLLED CURB) SD 604A CONSTRUCTION TYPE III SD - 610A CONSTRUCTION SD - 616 (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) ACHD SUPPLEMENT ASS\13% ENG� Q� c,\srE OFF 3 tPJ 12-18-20 �O 9TF OF P 90ss K ER��S� - • . . . - °• :. .. °. °. .. . • . . . co •• c\I co Q 10 OU K 0 O a� a a< z o Z. o O 1. 3� 1 �m K N 00 zQ o_ U� 03 oz �z w5 0 �D D oti > �z uJ w J of w K U ZZ O U Y NE. J W 1 w I 0 C O Z� -VI U d OW Y k U¢ ¢3 wF 1 0 O ti H A3 O 03 Z W Q U Z (o WJ 050 [O '6 " Q Q 00 Z W °o U Lu O N N m ' uJ Q U Y Z Z � i � Wd� Q d 0- JOB NUMBER: 1 DB2100 DATE: 12-8-20 SHEET NUMBER: ui ° SDm2 W � W � - wZ 00 LL uji PHASE 1 W � ap ,- --------------�-------------- -------\\------- ----------- \ ------------------ ----------------- ----------------------- --�� _� -�' �� \� \�`� � � PHASE 1 -- - a v -- I \ - - --- I-- - I - - - \ = 1 --- --- \ I - -- - - I -\L--=- -_-_-_----_-_-_-_ /// / r• r rr..� 'r � ' '� // /\\ \\\ \\�\ \\ \� 2 ' odnao� cn G124 - I�4- --G12�- - G124 -- G124 00 G� Keyed Notes o ` I ' _-- - - - ---- - - - /'/ / \� 1. DOUBLE 4 WATER SERVICE PERW1 &W3. Z / \ \ _=====1========7===== ___ ---- ----I-- ----- --- -- ` �\\\ \\ \\\\ \\ \\ \\ - 2. SINGLE2" WATERSERVICEPERW1 &W2. 00 \\ 3. REMOVE EXISTING BLOW-OFF AND CONNECT TO EXISTING 8" WATER. a o F\ I / I �� , J 33-3 / \\ \\ \\ \ \ \ - 4. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE AND NON-POTABLE LINE. SEE L o o � _ � z � / \ � \ \ \ \ v LL _ - o `D \ rn WATER NOTES 2 & 3 ON SHEET C1.1 AND DETAIL 1/UT.1. O '- a s H a d LL Z � I LL co N M J \ \\�\ 5. REMOVE EXISTING CLEANOUT AND CONNECT TO EXISTING SEWER -VERIFY AND MATCH EXISTING 24-3 25-3 26-3 27-3 28-3 29-3 30-3 31-3 32-3 '� a u6 w \ \ \ \ \ \ \ -c °, N w 00 N - \ \ \ \ \ INVERT ELEVATION - NOTIFY ENGINEER IMMEDIATELY IF PLAN DISCREPANCIES ARE NOTED. a - E + u•, va 35-3 \ \\ \ O E J SSMH-11 1 d I N:695886.28 \ \ m c o o o ^ o LO o c o c o o ,:, / E:2453177.48 6+05.33 0.00 \ \ \ \ \ a, u•, •� u•� �n .n 4"IE:2662.55 �4"IE:2662.88 , C/l44 I M Z cfl M _ m _ <o _ co _ co _ co _ co _ co.- _ to 4"IE:2664.78 \ cn / LL tD LL Z CO M LL Z CO M LL Z CO M LL Z CG M LL Z CO M LL C-5 00 Z (O M LL vi 00 Z CO M LL Z t0 / FG:266\9 RIM: 2668.61 > \ \ m (/� O I c FG 2668.50/ $"IE OUT: 2661.11\ \o \ \ A. E d / I J N J N J N J N J N J N J N J N J N m ai ai ci ai ai ai ai ci o vi � = W co � o W r.- C> W ao � e W ai � e W o � e W � e W N � e W � e W i E � ¢ N N N N N N N N - N - ° °w 0 / I / Lq u! v Lq w uq N Lq ,� Lq u? r 3 u? rn �+? 4"IE:2662.33 \ \ I \\ g 4" IE IN: 2661.44(N( .&E) \\ Notes N + Oo �\ + (�� + 00 (�� + 00 (�� + 00 �\ + 00 �1 + 00 �1 + 00 /�� + °o ��`` / PHASE 1 I r M V V I N M V/ V N M VJ V N M L/ V M M V V I M M V V V M V V V M V V V M V / FG:2668.83 \ \ d CIV �I-- - i:%<�� T \ 1 - \\\ 1. SEWER MANHOLES SHALL BE 48" DIAMETER STANDARD MANHOLE TYPE A PER THE ISPWC 4"IE:2664.96 4"IE:2661.70 4"IE:2661.10 4"IE:2661.284"IE:2661.60 \ e 1 \FG:2668.96 FG:2668.20 FG:2667.60 c� STANDARD DRAWING SD-501. INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND FG:2667.89 FG:2668.22 / 4"IE:2662.51 � - 1 - - 1 - - - 1 - - A 1 ,y FG:2669.01 III \ \ MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. 1 :• '' 4"IE:2661.23 4"IE:2661.45NO, "'• •...... 4 v II I I r 4"IE:2s62.08 4"IE:2661.32 FG:2667.73 FG 2668.05 N:695902.73 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. INSTALL STANDARD SERVICE FG:2668.58 4 FG:2667.82 4 •""'"'180° "' '26 �06 E:2453223.08 II I I \ MARKER PER ISPWC STANDARD DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" PVC SDR 35, @ 4+00 5+00 101.33'OF 8"SDR 35 PVC @ 0.700% 6+00 Pi..... 4"IE:2665.02...................................................... I \ - �' 180° 4 SEWER LINE 4 4 •..... • 69•. I II I I P \ D 3034 SEWER SERVICES WITH LESS THAN 18 NCH S OF VERTICAL CLEARANCE FROM POTABLE 0+70 1+OOSD I 2+00 1 6S D -1�SQ,• 6 3+00 334.77'OF 8"SDR 35 PVC 0.400% - I -I E ��-- - / I....L - // / \ Iftim, 36-3 I�I I WATER SHALL USE 4" C-900 PVC WATER CLASS PIPE. EXISTING SEWER I "' 5 L4 4 66�.. 4 4 q S.GARIBALDI PL. 4 I 82.09' 7.00', 4 �`� `;I 4 28.00 LF 4"@ 2%MIN. III 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER THE CITY OF MERIDIAN CONTACT DICaLINE / �...•" 434.95 LF 8" 61.23'OF 8"SDR 35 PVC @ 0.400% W ' 8W 8W $W 8W 8 8W 8W 8W 8W 8W 8W '$W III I STANDARDS. 48-HOURS `\ 1 a"IE:zss2.3a 4"IE:2661.62= 4"IE:2661.31 4"IE:2661.64 4 4 q ?p4? I I I \` 4. SEWER STATIONING IS BASED ON THE ROADWAY ALIGNMENT CENTERLINE. BEFORE DIGGING N:695369.4204 FG:2668.84 FG:2668.12 FG:2667.81 •• ....FG:2668.14 N:695865.4616 4F6" l I I _ _ -- - o - E:2453219.6110 - - - - - - - - - - - - - N:695884.4075 1 800-` 2 1�5 _� - 8 1 1 1 1 •• 1 E:2453233.7943 ? � I I �, 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5-FEET BEYOND JOINT TRENCH l \ 8"IE:2658.96 4"IE:2661.95 .. 4"IE:2661.27 4"IE:2661.49 4"IE:2661.82 11 25°BEND �' E:2453241.4068 p / T FG:2668.45 FG:2667.77 FG2667.99 FG:2668.32 e - / I \ STA:1+63.23,0.00 L - _ - _ - -- -_ 8"X 6"RED N ;/ :• FIRE HYDRANT PER W8 I I i SEWER EASEMENT I' - - i - - - - -�'''- --- ---- --- -- - --- - Ua 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT ELEVATIONS ARE IN REFERENCE TO / 6"GV a"IE:2662.48 I cV I a � N A w w a w I " a w w A w a p w 41 4"IE:2662.0s I I THE END OF THE PIPE ON THE LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS ARE w 1 I I I I °o + (� OD + O° + A M � (� co + rob - � Oo + � co + � oo + / : FG:2668.98 \ �I - w m ooa m oocwi, m ooi 2668,• Fa - - 8 m �' "' w t 26 m ^' �" too m �' "' cwi, Fn " "na \ FG2668.54 J a o . 1 PROVIDED AT THE 10-FOOT PUID EASEMENT. U CO OL co cD rn co rn ......... co rn N . .Z I I ' fV T 00 m T F0 M -n W m -n 90 T -n W' m -n OO cn T W 0 T 00 \ ........I...I i J if z l A z A p z A A z p w z p w� W z A A z p w co � A z zt A z A 00 cop "� ` `•'";37-3 I 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH FINISHED GRADE AND SLOPE. J 2 O000 00 _ (� ro + - -4"IE:2662.78 N:695878.59 a CJ, N Cn U Un. ••' Ln CT L" W U w G C v ? G C ? G C r C N s I m o co . -- FG:26sa.78� / E:2453275.46 •,�. 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON THE PLANS - IT IS THE Q Z cn „ \ 4"IE:2665.02 L. I - s'' __ CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL NECESSARY FITTINGS REQUIRED TO = O_ i A z - N �6�' \ f'. CONSTRUCT THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE PROJECT BID - NO Q u) 0 49-3 I 48-3 47-3 46-3 45-3 44-3 43-3 42-3 41-3 to 40 00 ? (� c°'o + '� !' \ 38-3 SEPARATE PAYMENT SHALL BE MADE. > ® j'' ...• A mo � -4 III U pZ SSMH-10 I I�' ! j 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND ALL EXISTING CONDITIONS w m - �6e 5+00.00, O.00L ? ? A I�'j % PRIOR TO BID, AND INCLUDE ALL WORK (INCLUDING SURFACE RESTORATION) IN THE BID. 2 / \ / 9`'.. co RIM: 2668.53 \ ��II I 7 % 10 w � 39-3 . PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS REQUIRED TO COMPLETE THE NEW Q Y w 8"IE IN:2660.40.(N').... \ - H .�� ....................................................I. IMPROVEMENTS ALL EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH = � \ I..• I 8" IE OUT:2660:30 THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER ACROSS THE SITE LLI " - -- N \ I II I j /,J/ ' REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF CONSTRUCTION. z - ------- -- ---- ---- � "=--- - =I- ------ -- -------- ---- ---- -- -� - -I�� I. 0 - 4P1 -- . 4P1 4P1 4P1 4P1 4P1 4P1 4P1 PI 4P1 4P1 4P1 PI 4P1 4P1 4P1 :`4P1 :J:i:` ui �.... ................................ ...................... ....................................................................................................................... 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - PROVIDE TEMPORARY SHORING AND J ................................................................................ ...... . Q _ w ......................... ........... ............................................................................................................................... 1�........ - ...................... .............................................. ................................... -.�� SUPPORT AS NEEDED TO RETAIN AND PROTECT WITHOUT DISRUPTION NO SEPARATE PAYMENT = U - ................................................................................... _,�. SHALL BE MADE. O 11 w w z 0 O a I O ST C - (STA 1+63.23 TO 6+05.33 USE CHIPS TO BACKOLL TO WATER + SEWER LINE 2 SPRING LINE OF THE NON POTABLE PIPE PROVIDE J'J. 12-18-20 �O Z PIPE THAT IS ABOVE TEMPORARY PIPE SUPPORT 'Pp 9TF OF 0 30 60 FEET THE WATER PIPE AND SHORING AS REQUIRED SS {( ER\��S • . . 0 0 0 . . . :. 00C 0+901+00 2+00 3+00 4+00 5+00 6+00 6+40 ' '• '• '• • 0 0 • • . . 2676 2676 450 BEND o 0 0 0 w • o � � J \-450 BEND o LL LL ? M 0 v c M t C-900 AS REQUIRED <1p' � 10' w Z. 2672 "' o N o N 2672 TO ACHIEVE o 0 0 0 0 0 0 0 0 �� c o 000 N (accoo o z CLEARANCE C-900 AS REQUIRED TO o`q = c" - ACHIEVE CLEARANCE a& = o N z p m � � w w WATER LINE za w w N 00 v 45° BEND (MAIN OR SERVICE) co to � co a, 450 BENDZ. M01 3� NOTES: M gm 2668 y 2668 Lf 1. WATER SERVICE AND MAIN PIPING SHALL HAVE A MINIMUM OF 48" COVER BASED ON FINISHED GRADES. �} 03 2. CONTRACTOR SHALL CONSTRUCT WATER UNDER NON-POTABLE PIPE IF 18" OF z w� CLEAR VERTICAL SEPARATION CANNOT BE ACHIEVED. O L oz 3. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL w> FINISHED GRADE @ PIPE CIL WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. M Z 2 0 - 4. PROVIDE JOINT RESTRAINTS ON ALL FITTINGS. N ■ aLL 2664 2664 5. PROVIDE THRUST BLOCKS PER ISPWC. M10 to D =o APPROXIMATE EXISTING 6. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL + 22 @ WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. GRADE PIPE CIL ow 7. SEE STORM DRAIN, SEWER AND PRESSURE IRRIGATION PLANS FOR ADDITIONAL3 INFORMATION. o I I 16"STORM DRAIN 101.33 OF 8'SDR 35 VC @ 0.700 0y ' WATER LINE & NON POTABLE PIPE CROSSING 2660 2660 UT.1 N V I 5 W L U Z 0 1+ 3.23 > T oo w 8"IE:2658.96 J a m Z �cp 00 of H W O N N m 2656 "- 2656 W " w "-•• Z EX STING 61.2 'OF 8"SDR 35 PVC @ 0. 00% VERT. G :1"=3' p w w �LL a 0- W 2654 2654 0+901+00 2+00 3+00 4+00 5+00 6+00 6+40 � JOB NUMBER: 1 D62100 DATE: 12-8-20 W SHEET NUMBER: F a UTEI w - wZ 00yEc yU? O P _ -y -=2PI s s --f-� s l I aO � E30 ^ -5' - dog = 0 ��.3 \ 4P1 4P1 i Q U t _ _ - _ 2 s \ O I I / I �o �c - 05 s / I \ AIR _ \18GLAT�L �o �> a B \ \Ep EP EP -----i / / o _- \ PI -1 I 1 1 �� 18�GI - c I I I tlIP 1 I I EPA �- II I E� l E G a c E- I . ' - , ' NOTES o --E N3o 12 1 \ \ 1 EiP - P�-EP I 1 I 11 13 UL 5 c ° \ Ja • • �; ////✓' �'� �' /�' L' -4P4 :� ?s� �26j32s�¢ l I 1. THE PRESSURE IRRIGATION DISTRIBUTION SYSTEM SHALL BE m a 3 N o I \ s / / \: CONSTRUCTED IN ACCORDANCE WITH THE NAMPA MERIDIAN Q- c 9 ' / / / / / �' �'\ s 3 3 �. - �I IRRIGATION DISTRICT STANDARDS AND SPECIFICATIONS. / / / i kP 4 t� Keyed Notes x / / / / / • 3� - -- 2. PIPE LENGTHS ARE SHOWN AS GENERAL INFORMATION ONLY- yI �1 / / / / / / I/ / i CONTRACTOR SHALL PERFORM THEIR OWN MATERIAL TAKE OFF AND d d r a a _ 1 \ / / / / / // \ / N: 695962.3763 INCLUDE ALL WORK FOR THE PRESSURE IRRIGATION SYSTEM IN THE Q N o N N 1. 3" SDR 21 PVC RISER EXTEND 18" ABOVE FG I \ \ '/ / 'x / BID FOR THE WORK. \�\ \ I /�'/ // / / / / \ / E: 2453335.1496 E a E d (SEE GRADING PLAN) \\ / //�/ / // // 36-3 / 3. GATE VALVES SHALL MATCH THE PIPE SIZE. IL _ o y T-II lu / I/ / / /// / O 4. ALL WORK SHALL BE COMPLETED,AND MATERIALS PROVIDED, IN ( m " 2. 3"X 4" X 6" CINDER BLOCK OR EQUAL �11=1i111-1i1il=11=ll__ il-lil�ll=lil III-111�11- f' \ / ) / 38-3 / ACCORDANCE WITH THE CURRENT NAMPA MERIDIAN IRRIGATION 3. 4"X 3/4" SADDLE. I �/ / /; / / 35-3 \ / DISTRICT STANDARDS AND SPECIFICATIONS,AND THE CURRENT 4. MAIN LINE. <>0 EDITION OF THE ISPWC. , ' ' f\\\ 12.00' 5. MAINLINE PIPING SHALL BE PVC, CLASS 200, SDR 21 OR BETTER. , 5. 8"X 3/4" BRASS NIPPLE. I \ I v 6. MAINLINE FITTINGS SHALL BE CAST IRON AND MEET AWWA 6. 6" X 3/4" 200 PSI POLY 18"ABOVE GROUND. 1 I \ I ; / ; \ REQUIREMENTS. 7. 3/4" BRASS CURB STOP I \ I I (' ' 1' ., 2 7. ALL GATE ISOLATION VALVES SHALL BE PROVIDED IN ACCORDANCE WITH ISPWC AND MEET REQUIREMENTS OF AWWA C-509. VALVE 8. ROCK CHIPS \ \\� I 34-3 1 \ / n \ "'•..� BOXES SHALL BE PROVIDED IN ACCORDANCE WITH ISPWC SD-406 CONTACT DGUNE 9. 3" FEMALE ADD. \ i' \\ \\\\\1� / \ - - - WITH 24" DIAMETER CONCRETE COLLAR. 4$-HaJR$ \\ \ 8. IRRIGATION SERVICE RISER PIPING SHALL BE 3/4 INCH DIAMETER BEFORE DK113NC 10. LOCATER WIRE. 7 1 \ , \• \I CLASS 200 POLYETHYLENE. CURB STOP SHALL BE 3/4 INCH CLASS 11. 3" PVC PLUG. 3 5 I \ \ / 1 \�\c \\•�\j_O / \ 39-3 1-800-W-=5 \ \ �, 200 WITH NON RISING STEM,ALL BRONZE CONSTRUCTION AND I \\ \ `'�i ' I I N SCREWED ENDS. ALL FITTINGS SHALL BE BRASS. SEE SERVICE 12. MARKER STEEL " POST". \ \ `\, � I s I - - I I I 12.00' RISER DETAILS FOR ADDITIONAL REQUIREMENTS. 13. PLUG AND PURPLE NON POTABLE TAG. \ I \1 O N G\ \ I s \ \ 9. THRUST BLOCKS SHALL BE PROVIDED IN ACCORDANCE WITH THE `' °^° CURRENT EDITION OF THE ISPWC. THRUST OR ANCHOR BLOCKS ARE LU 4 \ \ I \ \\`\` \\ c" REQUIRED AT TEES, BENDS, DEAD ENDS, OR OTHER CHANGES IN »>��'�w o \ \ I \\\\� 33-3 \ /- - _ FLOW DIRECTION ON ALL MAINLINE PIPING. THRUST BLOCKS ARE J 2 2 8 \\ \ / I \\ \ `\r, \ \ n / 2.00' ALSO REQUIRED AT ELBOWS AND TEES BEFORE AND AFTER ANY 0 a v I \\ \ cc / COMPRESSION TYPE COUPLER. CONCRETE FOR THRUST BLOCKS Z \�\ 1\•� \\ // 14.00'PLEASE. SHALL CONFORM TO ISPWC CL3000 AND SHALL HAVE A MINIMUM Q O \ \�• _ _ 40-3 00 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE THRUST C_A 0 BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH. > _ I ! \ Z \ I - �I I j j ! �'' ^ 10. INSTALL LOCATING WIRE PER ISPWC. W Q NAMPA MERIDIAN IRRIGATION DISTRICT STANDARD - / 1 igj 32-3 I - - - N 11. ALL STREET CROSSINGS SHALL BE MARKED ON EACH SIDE WITH 0 I �! • (,I PURPLE FIBERGLASS STAKES SAYING"PRESSURE IRRIGATION" O MODIFIEDII TYPE-A RISER SHORT SIDE SERVICE 1 �\ \ ,' 11� ! ! ;;, I 1 PRESENT. _ w II \ / i I� ! ! (il O I I 0 12. CONTRACTOR SHALL COORDINATE APRE-INSTALLATION ONSITE z Q 2 n 1 41-3 N MEETING WITH THE PROJECT ENGINEER. CONTRACTOR SHALL LLI COORDINATE INSPECTION OF PIPE INSTALLATION WITH ENGINEER Z 12.00' ONCE PIPE IS INSTALLED, PRIOR TO BACKFILL. F w13. _ _ e31_3 CONTRACTOR SHALL PRESSURE TEST THE SYSTEM AND OBTAIN Q F n / s� ( jil N PASSING RESULTS IN ACCORDANCE WITH ISPWC SECTION 401. FINAL - O PRESSURE TESTING SHALL OCCUR AFTER ALL OTHER w w UNDERGROUND INSTALLATIONS ARE COMPLETE. Z O i� - - - - al 1 42-3 O 0 a ll � 1 12 13 12 \ /' \ �11 1 / 11 ! ! iil i 3 1 / J 1 1 r! ! (;i 30-3 1 1 � - - - 0 SS0AL Fiy�i ! ,,1 1 1 o LEGEND �� G\STE EXISTING PHASE 1 1 I ! j1 I � ( 'I 1 43-3 - - - - GATE VALVE I I 3 Keyed Notes X - III •I 1 : o I � I �� I 1 1 3 O cP 12-18-20 O y I I jy 11 A AIR RELEASE VALVE �9 P� 1. 3" SDR 21 PVC RISER EXTEND 18" ABOVE FG - 1 _ _ ( j;l 29-3 1 - - o �Pp TF OF (SEE GRADING PLAN). / \ cc CID O css ERA GAS DRAIN VALVE K Ln ( ) -ii J I,�illllllll,llll_I II�Ill1 IVlllil lll =Ll�lllillll I ��' i I'� (i -'I I � 44-3 N 2. 3"X 4" X 6" CINDER BLOCK OR EQUAL . = 3. 4"X 3/4" SADDLE. �'' I - 0° I I 1 © BLOW-OFF ASSEMBLY . . 1 1 7 ! (1 1 Q cc 1 4. MAIN LINE. 11 (11 1a - �• �• co 0 • C7 1 I ! !1 O O 3/4 INCH PE IRRIGATION SERVICE • ; 5. 3/4" POLY PIPE 200 PSI. ' - - _ _ j;1 28-3 I - - - S • .. .. .. 0- /'r' IIN III I I 1 O .• .• .• • 6. 6"X 3/4" 200 PSI POLY 18"ABOVE GROUND. Q \ / I Ilc�I ji1 O 1 H 1 N PI IRRIGATION MAIN LINE&SIZE • . . . 7. 3/4" BRASS COMP. COUPLINGS. 3 `1 �+' 1 h - - - - 1 1 _g PIPE DOWNWARD SLOPE DIRECTION • ' D 8. 3/4" BRASS CURB STOP. 1 ' IIll� w I ; I O3 °� I •• 9. ROCK CHIPS. 7 V 1 I I d Jil j 1 N PRESSURE IRRIGATION EASEMENT co • - i'' - - s 1 ,I 27-3 1 1 00 - - 10. 3" FEMALE ADD. $ 6 11. LOCATER WIRE. 3 5 N 1 1 I NI1 1 12. 3" PVC PLUG. 11 X �l II - - - - I',:•'• .:I. 46-3 � �z 13. MARKER STEEL "T" POST. `'; L KEYED NOTES <&> w . a �� ow i i t �6 I . 00 '. 1 n a o O: 14. PLUG AND PURPLE NON POTABLE TAG. o o _ _ ��_ I I 1 ;I 26-3-�''• I I - - - ?N ;a 1. 3/4-INCH IRRIGATION SERVICE(SEE DETAIL 1 &2 ON SHEET PIA). a 0 C2 1 2. RETAINING WALL BY OTHERS. o cc 0 2 9 �° O. 47-3 : 2 3. EXISTING PI SERVICE INSTALLED AS PART OF PHASE 1. ADJUST N� O r�' 2.00' 2 SERVICE RISER TO MATCH FINISHED GRADE. N \ i� s 4 I I `�O 14.00'PI EASE. 4. FIELD LOCATE AND CONNECT TO EXISTING 4"PI. oz ' - - - z _ _ oa 25-3 NAMPA MERIDIAN IRRIGATION DISTRICT STANDARD o 1 12.00' s 0 I t I 48-3 n lam `N g "MODIFIED" TYPE-A RISER LONG SIDE SERVICE 2 \ w w= 1 J \ N:695394.5747 O = _24-3 E.2453330.84643 } B U � 900 BENDY. I V' 1a.1. a I o N zo 4P1�4P1 4\ Z� 40I61 w3 o / 8w \` 66.66 LF OF 4" �3 8w ` 8 8w I ' � �\�II.WINNIPEG ST. 8 8w 1 . Q o 13 / s N: 695395.0799 J Tw�E:2453264.1879 ---------`-- ----I--- IL Z 0 z Q m oo Of Z co H w O N CDm of w Q U �X Z A/ p � wadi i-i a a o W JOB NUMBER: N cc IDB2100 PRESSURE IRRIGATION PLAN M DATE: 12-8-20 Y/ SHEET NUMBER: 0 40 80 W w FEET F p 1 ■ 1 I. IL w x - WZ 00LL W M ` 3 T - - _ 0 � N 9 N �/ y0 W Cl) t _ 0 ap Q U - ooN ao2 o PRESSURE URBAN IRRIGATION PRESSURE URBAN IRRIGATION PRESSURE URBAN IRRIGATION SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS PRESSURE URBAN IRRIGATION SPECIFICATIONS 2 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, 2.2 CONSTRUCTION: Isolation valves shall be installed where shown on the plans. o y Z 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 shall be installed flush with v =o 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. - y o connected with a King"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 aQ 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: IL c s e N Construction"(I.S.P.W.C.),latest edition. irrigation pipe and any existing pipes or conduits encountered. O o `_ E'3 o w 5. FLEXIBLE COUPLERS: Coupling center ring shall be constructed of ductile 3.1 REMOVAL OF PAVEMENT: Neatly cut all bituminous and concrete � a y o 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 a „o y 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 curter. Pavement cuts shall be made a minimum of twelve C E o U s 2N 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 0 C e Ta N No pipe capacity shall be required in excess of the total acreage allotment. This acreage allotment shall be nuts shall be used. (Examples:Romac 101,Rockwell 311) course to fine and free of excessive dirt and organic material. Backfill 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. 4) - H o a Irrigable acreage shall be determined by NMID. 6. TAPPING SADDLES: Saddles shall be ductile or malleable iron. Straps or 3.2 PAVEMENT RESTORATION: Q o 2 T bands shall be galvanized or stainless steel. Gaskets and coatings shall be the BACKFILL ABOVE PIPE ZONE: Where the pipe is located within the street right-of- N W o w o Main line to make a complete loop of the subdivision from pump station with the first T joint having standard of the manufacturer. (Examples:Romac 101,Rockwell 311) way but outside areas to be overlaid with asphalt,suitable native material shall be used as 1. ASPHALT CONCRETE: Asphalt concrete used in conjunction with r � ca o 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. IL _ o y a T�aTod > L2 PIPE INSTALLATION: shall be back-filled with 3/4 inch minus crushed aggregate from the pipe zone to a point m w m None over forty-eight(48)inch in depth,finished grade. two (2) inches below finished pavement grade. Backfill 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 CONTACT DMINE 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 48-HOURS 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, BEFORE DIGGING Pipe two(2)inches and larger shall be ring gasket joints. crossed below by a minimum of 3'. Topsoil shall be stockpiled and used for the top layer 1. VALVES: Valve size unless otherwise noted on the drawings shall equal providing a smooth,even surface conforming to adjacent surfaces. during backfill. that of the pipe on which it is installed. 1-800-342-IN5 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. Backfilt materials may be 2. VALVES TWO(2)INCHES AND LARGER: All gate valves shall meet cV the pipe. Threaded fittings shall be Schedule 80. excavated native material containing no rock, organic matter or materials larger than '/a the requirements of AWWA C 509 latest revision specifications for resilient wedge I. PIPE: 200 PSI Poly U LU 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 J Q 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 J 2 current AWWA 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. 0- trench backfill material shall begin when there is sufficient cover to protect the pipe from 0 Z 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. Q O 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 1/4)locking lid as manufactured < U) 0 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 U) Q 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 AWWA 4.2 CONSTRUCTION: Service risers are to be constructed in conformance with the LU fT] 0 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 U be Type "A"only. Lateral pipelines extending to single service risers shall be two(2) inch pipe O Y w Thrust blocks shall have the following bearing areas unless otherwise called for 3/4" 100 5. CONCRETE: Concrete for valve box collars shall conform to I.S.P.W.C>, meeting the requirements of Section 1.1.1. = lY 2 on the drawings: 3/8" 95-100 CI-3000 and shall have a minimum 28-day compressive strength of 3,000 psi. z #4 90-100 Joint compound or Teflon tape shall be used on all threaded joints. LLI 4"and small pipefittings 1.3 sq.ft. #10 90-100 0 Z 6"pipefittings 2.0 sq.ft. #40 15-80 All risers shall be labeled"Irrigation Water-Not for Drinking" All valve boxes and risers to be J 8"pipefittings 3.5 sq.ft. 4100 0-25 marked with seven(7) foot steel t-bar fence posts driven twenty-four (24) inches in the ground Q tz LU 12"pipefittings 8.0 sq.ft. #200 1-10 with top twenty-four(24)inches painted purple. _ F LU w w � z 3: � Page 1 of 14 Page 2 of 14 Page 3 of 14 Page 4 of 14 10 a ASS\WL ENG� Q� cG,\srE OFF PRESSURE URBAN IRRIGATION PRESSURE URBAN IRRIGATION PRESSURE URBAN IRRIGATION PRESSURE URBAN IRRIGATION 3 SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS J'J 12-18-20 �O �Pp 9TF OF P p� 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 50 hp minimum vault size shall be sixty-inch(60") `rs {( ER\��S 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 ''/z") curb stop valve or NMID delivery point,the open end(s)of the 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 AWWA approved valve. formula. 50 hp or larger systems change the minimum vault size requirement is 't • 6.7 STREET CROSSINGS: 72". Will have steel plate cover with access door twenty-five(25) ' • ' co 1• 1• co • 5.2 AIR RELEASE VALVE: One and one-half(1 '/2,) inch 200 PSI rated and must extend All street crossings will be marked on each side with purple fiberglass stakes saying L=ND � P inches by twenty-five(25)inches minimum aligned with standard 00 . . from the top of main line not the sides. pressure irrigation present. 7400 manhole steps to bottom of well. Steps to be copolymer polypropylene ' W • ;. ;0 00 coated one-half(1/2)inch ASTM A-615 grade sixty(60)steel to meet • •• •• 00 • . . . 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 lid. 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 must have either a Clemens or First Street screen. State of Idaho. N=number of joints 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 sealed bearings on rotating assembly. ,w 6. ADDITIONAL REQUIREMENTS: following exceptions: specified allowance. v+ a 10 FIRST STREET Z o 0 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 O go 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. z proposed subdivision, short subdivision, lot, tract, parcel or site for water delivery into be 8 gpm per irrigable acre.Irrigable acreage shall be determined by NMID. controlled by A13B variable frequency drive. Any pump system 15 hpo 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 Q divided,piping shall be designed for delivery from that point. Where NMID facilities do 8. TESTING: water screen continuously,minimum three(3)hp.controlled by its own writing on a case-by-ease basis. ♦+ 3 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. V 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. z landowner'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 IEEE519 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 scanning type filters when necessary. W o 3 placement of final surface coverings shall test the finder wire for continuity. filter system installed. Screen to be 200 micron(i.e.Orival,VAF, w 6.2 CROSS CONNECTS: Amiad). L O �D 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 (4 z 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 Q W w> 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 o before acceptance. Must have a shut-off valve(AWWA 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 Q w will have twelve(12)inch thermostat controlled exhaust fan. 0 10 6.3 ISOLATION VALVES: a) DURATION: The duration of each pressure test shall be a minimum of sixty (60) z° Isolation valves shall be located in common areas and two(2) feet from sidewalk off of minutes. "Self-contained"pump systems must have prior management approval Z 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, Q looped. b) EXPELLING AIR: Before applying the specified test pressure, all air shall be expelled a 110v power outlet installed and have access to the wet well for N K from the pipe. cleaning. 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 Q 3 isolation valves) shall be provided to NMID 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 a provided on reproducible copy and shall be clean,neat,and legible along with a digitized gauge of at least two hundred fitly-five(255)psi measuring capability divided into two(2)psi V dual outlet power supply. z o 3 drawing(CD). FINAL APPROVAL WILL NOT BE ISSUED UNTIL RECEIVED! increments shall be applied by means of a pump connected to the pipe in a satisfactory manner. 6.5 INSPECTION: 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 Z O " inspection Monday through Thursday. 10 - � E PD a m z �� U LU O N N m Page 5 of 14 Page 6 of 14 Page 7 of 14 Page 8 of 14 0 w w O_� U .. Z W a Ex 0- d JOB NUMBER: W 1 DB2100 OC DATE: 12-8-20 W SHEET NUMBER: u / i ) J PL2 W WL — wz00 -- S ---- -- L1L1 1.� L � N > � � iT - - \ 4P1 4P1 O \ s W � S' _ \ N dz0 \ -p \ o I QL) = o I oo 3ti \ a x -b.— - ao / ° _ a \ \ _ �c \ X PHASE 1 O 18G1 _ _ o CJ ------------------------------- y� o 6 as =a E P�Ep—�18GI EP EP R` EGA z / / \ EP EP EP— V y _ \ \ I EIP EP I I / / \ r•. 4PI 3 0 \ �Jp c� P� -4PI d 0 sENc L O o 10 .3 o w \ s s /�------ v = a 37-3-- a 3 N o a a s E o d z N \ / O o - a te 36-3 a ova z a Ncn o • / I I / o a E d STREET LIGHT a N: 695880.2319 m w e / E: 2453250.2991 I —o \ / TYPE-2 LED FIXTURE I� 25-FOOT POLE cll� ( I 34-31 � I / Le end I� CONTACT DIGI-INE \ \ \ 39-3 48-Fi0UR3 4 _ - I 11 TYPE-2 LIGHT POLE, LUMINAIRE, AND JUNCTION BOX BEFORE DIGGING \ I 1-800-342-1585 33-3 \ \ - - cV City of Meridian JLu 40-3 Street Light Notes J z \ PHASE 1 — .I 0 = O \ \ II 1 s 1 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN >_ \\ I j -6 a II 32-3 I STREET LIGHT 1 Z s ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, (n 0 Q �\ 1 IN- II 1 N: 695721.3701 I� THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE W Z) 2453245.2503 I� � 1 ISPWC AND THE NATIONAL ELECTRIC CODE. co TYPE-2 LED FIXTURE O Y w 1 1 1 I j 1 25-FOOT POLE 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED = Q 1I 1 PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN z II 31-3 1 1 � — — PORTAL AT LLI Z II IN I� F- HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ w J 1 I� II 1 TO OPEN A PERMIT AND REQUEST INSPECTIONS. Q W II 1 I 42-3 = U 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE w w O0 _ _ 1 CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND z o _u 11 s FOR THE POLE AND ASSOCIATED WIRING. o a it 30-3 1 1 °� - - - - a I 0 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM � I" a I I TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM SS�ONAL FNG CC D 43-3 1 WATER METERS. ��' G\STE I � I O �_ ;I 1 Q 5. KEEP ACCURATE NOTES OF CONDUIT JUNCTION BOX 29-3 1 1 m I — — I� LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF 3 11 Q j THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL _ ;I I I PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLICco tJJ9 12-18-20 PLO 'I 1 44-3 WORKS DEPARTMENT PRIOR TO REQUESTING FINAL 'Pps lF OF _u � I - - - - � I 1 INSPECTION. S K ER�� it I - 1 I II °0 I 6. CONTACT THE CITY TRANSPORTATION AND UTILITY a j 28-3 STREET LIGHT 1O COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING ' ' _ 1 I IN II I 1 N: 695557.3746 s UTILITY CONFLICTS, OR TO ACCESS LOCKED METER 00 0 j" II 1 E: 2453244.0439 PEDESTALS. I I TYPE-2 LED FIXTURE , " " " cc) .. .. . � ; c 25-FOOT POLE la • • • - I - - - - 27-3 I I - - KCD eyed Notes O , N Q c\I• U) a PHASE 1 . !I _ _ _ _ I � 46-3 i� 1. TYPE-2 LED STREET LIGHT, POLE AND APPURTENANT ITEMS PER CITY OF MERIDIAN STANDARDS. C, - - - - �1 26-3 I I - - - - a o go DO 47-3 Id o I I 11 i 4 I 31 - - - - P 25-3 I - - - I I o I oo 1 \ \ 1 48-3 U a= 24-3 --__ -EXISTIGN PHASE 1 W w J z LIGHT w N: 695391.4152 .N _ _ E: 2453256.3048 w / / \ 4PI— 4PI - ( TYPE-2 LED FIXTURE j aLL \\ \ \ \ PI 25-FOOT POLE J zzo \ o 4r)I >� 8w ow Y k 8W 8W w3 \ S - \MNNIPEG ST. W ----------- ----i- ------ o s...,rP,�,� 3 \ W ; \ \ 3 00 z c 3 oF rn 4 Uir > co 00 W 5 (6 PPECANNOT EENDFI < m z0 � p / �Lu �xv�C z O w w d LL Of of JOB NUMBER: STREET LIGHT PLAN IDB2100 O 40 80 Lu DATE: 12-8-20 W SHEET NUMBER: FEET cc w Lm SLml W W Issue E P EP Description Date 4P E EG I ISSUE 12-15-20 P� 4 I - _ �6 HT OPEN V15ION - 7 3_ VINYL SLAT TOP q� - - - - - FENCE. SEE DjTL 2, THIS SHT (TYi ) �$ I-GP 8' x 2" x 2" GEDAR STAKE, 2 PER TREE. PLANT 5CvHE1:;)JLE GONNEGTIO SET STAKES PARALLEL TO PREVAILING �►11L111iitle f 3 -3 PATHWAY WIND. SEGURE WITH RUBBER GINGH TIES. SYM GOMMON NAME BOTANICAL NAME SIZE �w�� OFi� (TYP) DO NOT PENETRATE ROOTBALL. /I� SEE NOTE 3. rr� 3 8-3 ORNAMENTAL TREES (GLASS 1) V 35-6 GP CAPITAL PEAR PYRUS GALLERYANA 'CAPITAL' 2" GAL BBB S S ROOT GROWN TO BE 1-2" PROPOSED JOCELYN \ I-GP 4" ABOVE FINISH GRADE. PARK NO. I FENCE \ 14'z (TYP) / TRUNK FLARE MUST BE VISIBLE f IN PLANTING BEDS: bS35 ~ I� 5'-O" MIN MULCH AS SPECIFIED. LAWN //�tf�� BRUSH AWAY FROM TRUNK. SOD f�lllill11% \ / FERTILIZER TABS AS SPECIFIED \ -3I / — _-III - = SNIP BASKET 6 OPEN VISION VINYL SLAT TO \ \ \ 2'-0" Mr I I - - I_ TURN BACK BURLAP 1/5. FENGE AROUND COMMON AREAS M \ I=III=III=III- III BAGKFILL W/ TOPSOIL MIX AND GONNEGTION PATHWAYS (TYP). 39-3 -I =III= I, ,III- AS SPEG'D 4 TAMP LOOSELY SEE DTL 2, THIS SHEET. I I II--III III= \ - - IN 4"-6" LIFTS S \ I I 2 x BALL DIA. EXISTING OR PREVIOUS JENSENBELTS PHASE FENGE (TYP). ASSOCIATES s \ NOTES: \ ( I. REMOVE ALL TWINE, ROPE, OR BINDINGS FROM ALL TRUNKS. Site Planning 2. REMOVE BURLAP AND WIRE BASKETS FROM THE TOP 1/3 OF ALL ROOT BALLS AFTER \1 \\ \\ 33-3 \ \ / - I� PLANTING. IF SYNTHETIC NRAP/BURLAP IS USED, IT MUST BE COMPLETELY REMOVED. _ Landscape Architecture 3. STAKING �OF TREES TO BE THE CONTRACTOR S OPTION; HOWEVER THE CONTRACTOR IS 00I NOTE5\ \ / RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND REMAIN 1509 S. Tell Ln. Ste. 130Boise, Idaho 83706 \ STRAIGHT FOR A MIN OF I YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF I � / Ph. (208) 343-7175 \ _ 40-3 THE I YEAR WARRANTY PERIOD. I. ALL PLANTING AREAS SHALL BE INSTALLED BE IN AGGORDANGE WITH GITY OF MERIDIAN CODE. REFER TO - - 4. TREES PLANTED IN TURF AREAS: REMOVE TURF 3' DIA. FROM TREE TRUNK. SHEET L2 - SPEG SECTION 52 ciO 00 - LANDSCAPE SPEGIFIGATIONS. www.jensenbelts.com EXISTING CEDAR I� II FENGE (TYP) - S 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. REFER TO TREE PL_ANTI N6�STAK I NCB it 32-3 M - SHEET L2 - SPEC, SECTION 52 84 00 - IRRIGATION PERFORMANGE SPEGIFIGATIONS. II S NOT TO SCALE 3. LOCATE AND PROTEGT ALL UTILITIES DURING GONSTRUGTION. s 4. TREES SHALL NOT BE PLANTED WITHIN THE 10-GLEAR ZONE OF ALL AGHD STORM DRAIN PIPE, STRUGTURES, 41 -3 OR FACILITIES. SEEPAGE BEDS MUST BE PROTEGTED FROM ANY AND ALL CONTAMINATION DURING THE S I la- GONSTRUGTION AND INSTALLATION OF THE LANDSGAPE IRRIGATION SYSTEM. ALL SHRUBS PLANTED OVER OR ADJAGENT TO SEEPAGE BEDS TO HAVE A ROOT BALL THAT DOES NOT EXGEED 18" IN DIAMETER. NO s it LAWN SOD TO BE PLANED OVER DRAINAGE SHALE SAND WINDOWS. II 31 _3 I 00 - - - - I S II 5. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLE AT ALL INTERSECTIONS. NO GONIFEROUS TREES OR it I SHRUBS OVER 5' HIGH AT MATURITY HILL BE LOCATED WITHIN 516HT TRIANGLE OR AGHD RON. AS TREES it I 42-3 MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE GANOPIES TO MEET AGHD REQUIREMENTS - - - - FOR MAINTAINING GLEAR VISIBILITY WITHIN 40' STREET VISION TRIANGLE. it 0) I RETAININ6 WALL Q it BY OTHERS POST 6' O.G. 6. TREES SHALL BE PLANTED NO GL05ER THAN 50' FROM INTERSEGTION STOP SIGNS. (TYP) s N/ GAP 1 3/4" x 3611 ' J I� 30-3 I M - - - - TOP RAIL 7. LANDSGAPE AND TREES IN FRONT OF BUILDING LOTS ON INTERIOR STREETS TO BE COMPLETED DURING O s GONSTRUGTION ON THESE LOTS. TREE LOGATIONS MAY BE ALTERED TO AGGOMMODATE DRIVEWAYS AND it I OPEN VERTIGAL UTILITIES. TREES SHALL NOT BE PLANTED WITHIN 5' OF WATER METERS OR UNDERGROUND UTILITY LINES. SLAT TOP C0 s - - - - M 43-3 �t (80% OPEN VISION) 8. PLANT LIST IS SUBJECT TO SUBSTITUTIONS OF SIMILAR SPEGIES DUE TO PLANT MATERIAL AVAILABILITY. Ia PER MERIDIAN CITY BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT LEAST s C D UDG II-3A-7A.7 HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED FROM TREES. Q it I 29_3 - - - - V2" x 5y2" cf. THERE ARE NO EXISTING TREES ON SITE. NO MITIGATION IS REQUIRED. Q �0 BOTTOM $ S II I CENTER RAIL I = I II I I ,� � Q Ld � 44-3 PANELS Z II cc I M S I 28-3 I - - - - _ xz J O W ;I , s — � LANr;�5CAFE o0 p s FOOTING PER MFG 45-3 LOCATION BUFFER WIDTH LENGTH TREE RED OTREES: _ _ _ _ M I� CD RECOMMENDATIONS J s I COMMON AREA TREES I,ci00 SF/8000= 1 2 s NOTES: J 27-3 - - - - TOTAL TREES = 1 2 I. FENGE TO STEP DONN TO 3' HEIGHT 20' FROM RON. V J s it � NO EXISTING TREES TO BE REMOVED. NO MITIGATION REQUIRED. O Co 46—3 2 OPEN VISION VINYL_ SLAT TOP FENGE � 00 LL I — NOT TO SCALE 26- I M Cn s KEY MAP I� CD 00 — — — — 47-3 - I o M I s 00 I � S 25-3 I — — - --4 ------- S - I I o Job Number 2075 Cn Gb I� 48-3 _ =I Drawn Checked JJN KCS 243 - - - - - \ I S S O Scale PROPOSED JOGEL � B L- -- -- -- S - PARK NO. I FE 'E Sheet Title fTYT? - 49 3 4R — \ — LANDSCAPE JOCELYN PARK NO. I \ --a -- -- -- _ PLAN Pi • \ I-2666 8 W 8W 8W \ W 8W INNIPEG ST. W Sheet Number \N - L \ L1 NV=26 1664 NORTH I o ` 0' 30' 60' 90, w SCALE 1 _ 30 - --T- --T- 1 of 2 Sheets - Issue SECTION 32 90 00- LANDSCAPE WORK SECTION 32 84 00- IRRIGATION (PERFORMANCE) Description Date ISSUE 12-15-20 PART 1 - GENERAL PART 2- PRODUCTS PART 3- EXECUTION PART 1 -GENERAL E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. 1.1 RELATED DOCUMENTS 2.1 TOPSOIL 3.1 PREPARATION -GENERAL 1.1 CONDITIONS AND REQUIREMENTS: F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). A. Drawings and general provisions of Contract, including General and Supplementary A. If deemed usable, native topsoil shall be stockpiled for re-use in landscape work. Topsoil shall be A. General Contractor shall be responsible for excavating planting areas to appropriate depths for A. General and Supplementary Conditions, and Division 1 General Requirements. G. Filter: Netafim Model DF075-120, 3/4"filter; one per drip zone. Conditions and Division 1 Specification Sections. fertile, friable, natural loam, surface soil, reasonable free of subsoil, clay lumps, brush, weeds, roots, placement of topsoil as specified herein. H. Air Relief Valve: Netafim Model TLAVRV, stumps, stones larger than 1 inch in any dimension, and other extraneous or toxic matter harmful to B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations and 1.2 SUMMARY 2.5 MISCELLANEOUS 1.2 SUMMARY plant growth. outline areas and secure Architect's acceptance before start of planting work. Make minor A. Work included: A. Chemicals: primer and solvent glue as required by pipe manufacturer. A. This Section includes provisions for the following items: 1. Contractor shall send a minimum of three (3) representative topsoil samples for testing. See adjustments as may be required. 1. Provide and install a complete and operating automatic irrigation system for B. Valve box-high impact plastic, green in color. 1. Trees. testing requirements below. Contractor is responsible for whatever soil additives are all lawn and planting areas. C. Valve cover and frame-compatible with valve box with provision for locking. 2. Shrubs; Ground cover. recommended by the tests. Submit to Architect for approval. Compost will be added to other 3.2 PREPARATION OF PLANTING SOIL 2. Connect to main water supply at existing site stubout as provided. D. Drainage backfill-clean ravel or crushed stone, graded from 3" maximum to 3. Lawns. additives and added regardless of test results. A. Before mixing, clean topsoil of roots, plants, sod, stones, claylumps, and other extraneous materials 3. Sleevingunder paved areas b others g g g y►111IIIIlIIJ 4. Topsoil and Soil Amendments. B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that is fertile, harmful or toxic to plant growth. p 4. Obtain and pay or all permits and fees forthe work of this section. 3/4" minimum. ,��►1 5. Miscellaneous Landscape Elements. friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and other B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer if planting 5. Perform work on a design/construct basis, subject to the requirements of ��.k` , C- E �!r� 6. Initial maintenance of landscape materials. litter, and free of roots, stumps, stones larger than 1 inches in an dimension, and other extraneous will not follow placing of planting soil in a few days. the Contract Documents, applicable codes, and good design practice. PART 3 EXECUTION � t p p 9 Y p 9 p 9 Y pp 9 9 B. Related Sections: The following sections contain requirements. or toxic matter harmful to plant growth. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. 6. Winterization of system. S 1. Underground sprinkler system is specified in Section 32 84 00- Irrigation 1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project site. Shrub Areas: 1/3 compost, 2/3 topsoil. 3.1 GENERAL A. Install system to provide for adequate protection against freeze damage. Obtain topsoil only from naturally well-drained sites where topsoil occurs in a depth of not less Fertilizer: Per soil test and manufacture's recommendations. 1.3 SUBMITTALS � t-. Z B. Install system in accordance with approved Contractor design drawings. All ll i 1.3 QUALITY ASSURANCE than 4 inches. Do not obtain from bogs or marshes. C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of topsoil and A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: ti A. Subcontract landscape work to a single firm specializing in landscape work. 2. Composition: Topsoil shall contain from 1 to 20% organic matter as determined by the Organic mix thoroughly before planting. 1. Manufacturer's printed product information and catalog cut sheets for all deviations from the plans must be approved, and clearly recorded on record drawing. f! 1 6535 �*� C. Install system and components in strict accordance with manufacturers /, $-titi B 1. GenSourceeral: Ship landscape materials with certificates of inspection required b governing uality Control: . 1.Carbon, 6 Maximum particle A, Chemical nsize, 3/4alysis -inch,ch, wthod ith described 3% retained on 1/4-inch Investigation eeReport 3.3 PREPARATION FOR PLANTING LAWNS B. Shosyste D awiposeSubml t sho copies.ve drawin s for under round irri ation s stem includin recommendations. �ftI rtiti�� p p g pplandscape p p q y g g p g g g proper p g plan layout and details illustrating location and type of head, type and size g D. Install quick coupler(s)on main supply line, approximately equal spacing, ter. 11111 1% authorities. Complywith regulations applicable to landsca a materials. Other components shall conform to the following limits: A. After excavating and removing surface material to ro er depth, loosen subgrade of lawn areas to a 2. Do not make substitutions. If specified landscape material is not obtainable, submit proof pH 6.5 to 7.5 minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any dimension. Remove of valve, piping circuits, circuit GPM, pipe size, controls, and accessories. valve box locations or intervals of approximately 200 feet, whichever is greater. of non-availabilityto Architect, with proposal for use of equivalent material. Soluble Salts 600 m maximum sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be planted C. Record Drawings: At completion of this work, submit to the Contractor: Locate adjacent to paved surfaces, at valve boxes where practical. p p q pp p p p 9 p 3. Analysis and Standards: Package standard products with manufacturer's certified Silt 25-50% promptly after preparation. 1. Record Drawings; reproducible and five prints. 1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet lines, 2. Operations and Maintenance information 2 copies), includin 3.. SURFACE CONDITIONS analysis. For other materials, provide analysis by recognized laboratory made in Clay 10-30% p p p q p ( including: accordance with methods established by the Association of Official Agriculture Chemists, Sand 20-50% grades, and elevations shown, after light rolling, addition of amendments, and natural settlement. a. Information including descriptive details, parts list, specifications, A. Examine the areas and conditions under which work will be performed. Notify wherever applicable. 3. Contractor shall submit representative soil report on imported topsoil proposed for use for Place approximately 1/2 of total amount of topsoil required. Work into to of loosened subgrade maintenance schedules and procedures for stem components. Contractor of conditions detrimental to timely and proper completion of Section pp p p p p p p pp y p q p g p y p work. Do not proceed until unsatisfactory conditions are corrected. 4. Trees, Shrubs and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, approval. Report shall meet standards below. Contractor is responsible for whatever soil to create a transition layer and then place remainder of planting soil. Add specified soil b. Operation, adjustment of system and components instructions. B. Locate IIundergroundtiliti nstructuresn notify Architect f n size, genus, species, and variety shown and scheduled for work complying with additives are recommended by the test. Compost will be in addition to other additives and amendments as required and mix thoroughly into upper 4 inches of topsoil. c. Winterization procedures. oca e a utilities and a d o yo any conflict with Section work. Protect structures and utilities. Repair or recommendations and requirements of ANSI Z60.1 "American Standard for Nursery added regardless of test results. d. Schedule indicating required open valve time to produce given precipitation Stock". Provide healthy, vigorous stock, grown in recognized nursery in accordance with 3.4 PREPARATION OF PLANTING BEDS amounts and seasonal adjustments. replace said structures or utilities damaged by this work at no cost to the Owner. JENSENBELTS good horticultural practice and free of disease, insects, eggs, larvae, and defects such as C. Soil Testing A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or similar e. Warranties and guarantees. 3.3 SLEEVING knots, sun-scald, injuries, abrasions, or disfigurement. 1. Soil tests are required for this project(see above for requirements). Test shall be provided as equipment. Remove stones measuring over 1 1/2 inches in any dimension. Remove stocks, stones, f. Submit five copies. ASSOCIATES 5. Label at least one tree and one shrub of each variety with attached waterproof tag with follows: rubbish, and other extraneous matter. A. Sleeving installed by others. Coordinate with other trades. legible designation of botanical and common name. a. Provide certified analysis at time of sample submitted (three samples imported topsoil). B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and 1.4 GUARANTEE 3.4 TRENCHING AND BACKFILLING a. Where formal arrangements or consecutive order of trees or shrubs are shown, select Amend soils per chemist's recommendations and as herein specified unless otherwise elevations shown, after light rolling and natural settlement. Add 1 1/2 inches of specified compost A. Guarantee in writing all materials, equipment and workmanship furnished to be Site Planning approved b Architect. over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place approximately 1/2 of A. Trenching and backfilling shall be per applicable ISPWC Section. stock for uniform height and spread. pp y p g g y pp p pp y free of all defects of workmanship and materials. Within one year after date of Landscape Architecture 6. Inspection: The Architect may inspect trees and shrubs either at place of growth or at site 2. Test shall include, but not limited to recommendations on chemical distributions, organic total amount of planting soil required. Work into top of loosened subgrade to create a transition layer, Substantial Completion repair or replace all defective parts or workmanship that B. Cut trenches straight and without abrupt grade changes to allow the following contents H factors and sieve analysis as necessary. Test#1 T b Western Laboratories then lace remainder of the planting soil. minimum cover: before planting,for compliance with requirements for genus, species, variety, size, and , p y ry y p p g may be found at no additional cost to Owner. 1509 S. Tyrell Ln. Ste. 130 1. Main Lines and Sleeving: 18 inches. quality. Architect retains right to further inspect trees and shrubs for size and condition of (1-800-658-3858) is required. C. Apply Pre-Emergent per manufacturer's recommendation. B. Fill and repair all depressions and replace all necessary lawn and planting which Boise, Idaho 83706 2. PVC Laterals: 12 inches. balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or 3. Contractor is responsible for whatever soil additives are recommended by the soil testing result from the settlement of irrigation trenches for one year after date of Ph. (208) 343-7175 defective material at any time during progress of work. Remove rejected trees or shrubs laboratory. 3.5 PLANTING TREES AND SHRUBS Substantial Completion. C. Surround lines with 2 inches of clean rock-free material on all sides. immediately from project site. 4. Contractor shall coordinate, obtain and pay for all soil tests. A. Set balled and burlapped (B&B)stock on layer of compacted planting soil mixture, plumb and in C. Supply all manufacturer's printed guarantees. www.jensenbelts.com A 5. If regenerative noxious weeds are present in the soil, remove all resultant growth including roots center of pit or trench with top of ball at same elevation as adjacent finished landscape grades. A. Install manual drain valves MISCELLANEOUS VALVES 1.4 SUBMITTALS throughout one-year period after acceptance of work, at no cost to Owner. Remove burlap from sides of balls; retain on bottoms. When set, place additional backfill around 1.5 QUALITY ASSURANCE A. stream. Install devise at mainline tap in accordance A. General: Submit the following in accordance with Conditions of Contract and Division 1 base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. A. Contractor shall be licensed in the State in which this work is being performed. with manufacturer requirements for complete operation. Install backflow provision Specification Sections. 2.2 pH ADJUSTERS Place fertilizer tablets in excavated area per manufacture's written instructions. When excavation is B. Contractor shall have at least two years prior experience in projects of equal and connect to controller. B. Plant and Material Certifications: A. When pH does not comply with this specification, commercial grade aluminum sulfate shall be used approximately 2/3 full, water roughly before placing remainder of backfill. Repeat watering until no or larger scope. Provide minimum of three references and list of similar 3.6 CIRCUIT VALVES 1. Certificates of inspection as required by governmental authorities. to adjust soil pH. more is absorbed. Water again after placing final layer of backfill. Remove all ties from around base projects with owners' names, addresses, and phone numbers, when requested by A. Install in valve box, arranged for easy adjustment and removal. 2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. of trunk. Owner. 1. Provide union on downstream side. 3. Label data substantiating that plants, trees, shrubs and planting materials comply 2.3 SOIL AMENDMENTS B. Set container grown stock, as specified,for balled burlapped stock, except cut cans on 2 sides with C. Contractor shall employ on site at all times a foreman who is thoroughly 2.Adjust automatic control valves to provide flow rate of rated operating specified requirements. A. Compost: Compost: "Cascade Compost"from Cloverdale Nursery (208)375-5262 and NuSoil an approved can cutter and remove can; remove bottoms of wooden boxes after partial backfilling so experienced and competent in all phases of the work of this Section. 1 p p g pressure required for each sprinkler circuit. C. Mulch: Submit 1 gal bag of mulch sample for approval. Compost(208)629-6912 or approved equal in equal amounts by volume. as not to damage root balls. B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It shall be C. Trees planted in turf area: Remove turf 3'dia around tree trunk. Dish top of backfill to allow for 1.6 SYSTEM DESCRIPTION 3.7 PIPE INSTALLATION 1.5 DELIVERY, STORAGE AND HANDLING free-flowing and packaged in new waterproof, non-overlaid bags clearly labeled as to weight, mulching. A. Design requirements: A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust A. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod manufacturer, and content. Protect materials from deterioration during delivery and while stored at D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work into top 1. Minimum water coverage: Planting areas-85%, Lawn areas- 100% blocks to be used at points of intersection and change of direction in main line against drying and breaking of rolled strips. site. of backfill and finish level with adjacent finish grades. 2. Layout system to obtain optimum coverage using manufacturer's standard p g B. Trees and Shrubs: Provide fresh) du trees and shrubs. Do not rune prior to delivery 1. Commercial fertilizer"A"for trees and shrubs during planting; slow release A riform Planting 1. Provide 3 inches thickness of mulch. heads. Spray on walks, walls or paved areas is not acceptable. pipe as per manufacturer's recommended specifications. Install manual drains. Y 9 p p rY g p g° g g p Y p p B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, unless otherwise approved by Architect. Do not bend or bind-tie trees or shrubs in such 5-gram tablets 20-10-5 type or equal. E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide an 3. Zoning shall be designed for optimum use of available pressure and efficient wipe from surface all saw chips, dust dirt moisture and an foreign matter manner as to damage bark, break branches, or destroy natural shape. Provide protective 2. Commercial fertilizer"B"for lawn areas, applied to bed prior to sodding, to be 16-16-17 applied at adequate film over trunks, branches, stems, twigs and foliage. distribution for types of plantings and shapes of planting areas. p p ' y g Z coveringduring delivery. Do not drop balled and burlapped stock during delive the rate of ten pounds per acre. F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. Prune 4. Design pressures: Install pressure regulating equipment as necessary. which may contaminate the cemented joint. Apply cleaner/primer and solvent g ry� p pp g ry• p p p g p p g gY cement, make joints in accordance with manufacturer's recommendations. Use a C. Deliver trees and shrubs after preparations for planting have been completed and plant 3. Commercial fertilizer C for lawn areas three to four weeks after planting sod. Organic Fertilizer trees to retain required height and spread. Unless otherwise directed by Architect, do not cut tree 5. Provide/install approved fixed tee or coupling device for air blow winterization. Teflon thread sealant toe at all threaded joints. immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in Milorganite (6-0-2)type or equal. leaders, and remove only injured or dead branches from flowering trees, if any. Prune shrubs to Location shall be on main supply line downstream from main shut off valve. C.Con (tape) 1 ■ J shade, protect from weather and mechanical damage, and keep roots moist b coveringwith C. Herbicide: Pre-emergent for topical application in plantingbeds. Oxiadiazon 2G brand or retain natural character. 6. Install approved backflow prevention device in conformance with local or note exceed shall size pipe according to schedule provided. Flow velocities shall p g p Y g p pp pp p not exceed 5 feet/second in all cases. Lateral lines shall be laid out and installed O mulch, burlap or other acceptable means of retaining moisture. pre-approved equal. Use in accordance with manufacturer's recommendation on all planting beds. G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. prevailing codes, and in approved site location. Provide for drainage per zone to balance the pressure loss and provide minimum fluctuation in stem 0. E. Do not remove container-grown stock from containers until planting time. H. Guy and stake trees immediately after planting, as indicated. without erosive damage. p p p Y F. Do not drop or dump materials from vehicles during delivery or handling. Avoid any damage 2.4 PLANT MATERIALS I. Apply approved herbicide to all shrub bed areas at manufacture specified rate. Re-apply as necessary operating pressures.Pipe Size Pipe Section Pipe Size Pipe Section W to rootballs during deliver, storage and handling. A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown for for elimination of weeds. 1.7 EXTRA EQUIPMENT landscape work and complying with recommendations and requirements of ANSI Z60.1 "American A. In addition to installed system, furnish owner with the following: 3/4" 10- GPM 1 12" 26-50 GPM �1 1.6 JOB CONDITIONS Standard for Nursery Stock". 3.6 SODDING NEW LAWNS 1. Valve operating key and marker key. 1" 10-25 GPM 2" 35-50 GPM •� A. Utilities: Determine location of underground utilities and work in a manner which will avoid B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching A. General: Install lawn sod in all areas designated on the drawings. 2. Wrench for each sprinkler head cover type. 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM possible damage. Hand excavate, as required. Maintain grade stakes until removal is configuration recommended by ANSI Z60.1 for type and species required. Single stem trees except B. Soil Preparation 3. Two (2)sprinkler head bodies of each size and type. D. Techline DripLine: Place in shallow furrow at 1"-2" below finish topsoil grade, below layer mutually agreed upon by parties concerned. where special forms are shown or listed. 1. Any sod lawn areas that may have become compacted prior to sodding must be scarified to a 4. Two (2) nozzles for each size and type used. p g y 0 o B. Excavation: When conditions detrimental to plant growth are encountered, such rubble fill, C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum number of depth of eight 8 inches b approved means, then finish graded as hereinbefore described. B. Store above items safe) until Substantial Completion. of specified mulch. Lay r uniform grid pattern in grou burlapped tree around areas (rows 18"-2 allow p g 9 P 9 ( ) Y pp 9 Y p apart max). Coil 20 linear feet at each balled and burlapped tree around base and to allow adverse drainage conditions, or obstructions, notify Architect before planting. canes required by ANSI Z60.1 for type and height of shrub. C. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. C. Deliver above items at Substantial Completion. for tree removal if required. Staple drip line eve 36" max. Flush all lines with full head C. Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. Dimensions D. Sod Placement q p p every < Q recondition to prior conditions at project completion. indicate minimum spread for spreading and semi-spreading type evergreens and height for other 1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod beds. Sod PART 2- PRODUCTS of water prior to installation of flush valves at end of circuit runs. IIItypes, such as globe, dwarf, cone, pyramidal, broad upright, and columnar. Provide normal quality layers shall be experienced, or if inexperienced, shall be constantly supervised by an E. Flush Valves: Install flush valve at end of each drip line run. Z 1.7 SEQUENCING AND SCHEDULING evergreens with well balanced form complying with requirements for other size relationships to the experienced foreman. The Contractor shall insure that the base immediately ahead of sod layer 2.1 PIPE AND FITTINGS 3.8 SPRINKLER HEADS Q 0) A. Planting Time: Proceed with, and complete landscape work as rapidly as portions of site primary dimension shown. is moist. Sod shall be laid tight with not gaps. Allowance shall be made for shrinkage. Lay sod A. PVC 1120, ASTM D 1784, permanently marked with manufacturer's name, A. Flush circuit lines with full head of water prior to head installation. become available, working within seasonal limitations for each kind of landscape work with long edges perpendicular to primary slope. schedule rating, size, type. Solvent-weld type: 1. Install heads at level with mulch M J O required. 2.5 GRASS MATERIALS 2. Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not overlap. 1. Pipe: 2. Locate part-circle shrubbery heads to maintain a minimum distance of six 1. Plant or install all plant materials during normal planting seasons from 15 March to A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season old, and free of weeds and Stagger strips to offset joints in adjacent courses. Work on boards to avoid damage to subgrade a. Pressure lines: Schedule 40 solvent weld. inches 6" from walls and four inches 4" from other boundaries unless >= 00 15 November. undesirable native grasses. Provide only sod capable of growth and development when planted or sod. Tamp or roll lightly to ensure contact with subgrade. Work sifted soil into minor cracks b. Lateral lines: Class 200 pvc. ( ) ( ) 2. Correlate planting with specified maintenance periods to provide maintenance from viable, not dormant). between pieces; remove excess to avoid smothering of adjacent grass. c. Sleeving: Class 200 vc. otherwise indicated. Keep overspray to a minimum. p 9 p p p ( � ) p 9 1 9 g� p 0 1. Provide sod of uniform ad sizes with maximum 5 deviation in either length or width. Broken shall rolled with two hundred 2 n roller ft r installation insure proper date of substantial completion. p /° g 3 Sod s a be o ed a o u ( 00) poundafter a o to su e p ope 2. Fittings: Schedule 40 PVC, solvent-weld type. Install threaded joints where 3.9 CONTROL WIRE INSTALLATION J B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior pads or pads with uneven ends will not be acceptable. Sod pads incapable of supporting their contact between soil and sod. Final rolling must provide a uniform surface. After final rolling, the required at valves, risers, etc. A. Bury wires beside or below main line p Bundle multiple wires together with tapei e in same trench. J to planting of lawns, unless otherwise acceptable to Architect. If planting of trees and shrubs own weight when suspended vertically with a firm grasp on upper 10% of pad will be rejected. sod lawn shall be mowed and watered. Approval of sod lawns shall be based on uniform, healthy 3. Risers: Lawn and shrub heads-flexible and damage-resistant plastic occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting B. Provide sod composed of: Rhizomatous Tall Fescue (RTF)from the The Turf and vigorous growth with no dry or dead spots. "polypipe" riser. B. p g at ten feet(10') maximum intervals. UJ 0. from planting op operations. Company, Meridian, ID 208 888-3760 or a a " " ' approved solvent for Type I & II PVC. C. Provide 36 inch loop in wires at each valve where controls are connected and ( ) approved equal. 4. Add fertilizer B at the manufacturers recommended application rate. 4. Solvent: NSF ppyp at 100' maximum intervals between. J E. Water sod thoroughly with a fine spray immediately after planting. B. Polyethylene Pipe D. Make all electrical joints (splices) in boxes only. Make electrical joints 01.8 SPECIAL PROJECT WARRANTY 2.6 MISCELLANEOUS LANDSCAPE MATERIALS F. Sodded Lawn Establishment 1. Pipe: Class 100, 3/4" lateral line,for use on drip irrigation zone(s)where Scotch-Lock connectors or A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. A. Anti-Desiccant: Emulsion type, film-forming agent designed to permit transpiration, but retard 1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing of sod drip tubing is not otherwise used. waterproof. approved. Q B. Warranty trees and shrubs, for a period of one year after date of substantial completion, excessive loss of moisture from plants. Deliver in manufacturer's fully identified containers and mix lawn areas until Final Acceptance of the project. 2. Fittings: Schedule 80 PVC. O against defects including death and unsatisfactory growth, except for defects resulting from in accordance with manufacturer's instructions. 2. Mowing shall be done by an approved "reel"type mower. Mower blades shall be set at two (2) 3. Clamps: Stainless Steel. A. I AUTOMATIC CONTROLLER neglect by Owner, abuse or damage by others, or unusual phenomena or incidents beyond B. Mulch: Mulch for planting beds shall be medium ground bark mulch, free of splinters, consistent in inches high for all mowings. C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18" spacing. A. Install typewritten site to approved. Verify location with Owner Representative. Landscape Installer's control. appearance, and shall contain no toxic substance detrimental to plant life. 3. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as per the B. Install typewritten legend inside controller door. U. C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or Manufacturer's recommended application rate. Verify all methods of application. Contractor 2.2 SPRINKLER HEADS 3.11 TESTING warranty period. Make replacements during growth season following end of warranty period. redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand, twisted, shall notify the Architect in writing that the fertilizer applications have occurred and on what dates. A. Description:Appropriate for application in throw, pressure and discharge. Each A. Do not allow or cause an work of this Section to be covered u or enclosed Replace trees and shrubs which are in doubtful condition at end of warranty period; unless, pliable galvanized iron wire, not lighter than 12 ga. with zinc-coated turnbuckles. Provide not less type of head shall be of a single manufacturer. y p in opinion of Architect, it is advisable to extend warrant period for a full growing season. than 2 inch diameter rubber or plastic hose, cut to required lengths and of uniform color, material, 3.7 MAINTENANCE 1. Lawn heads: pop-up type. until it has been inspected and tested. p y g g p q g p p- p Yp B. Pressure testing: and size to protect tree trunks from damage by wires. A. Begin landscape maintenance immediately after planting. Maintenance shall continue until Project B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. 1. Make necessary provision for thoroughly bleeding the line of air and debris. Final Acceptance. 2. Before testing, cap all risers, and install all valves. B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for healthy 2.3 AUTOMATIC CONTROL SYSTEM 3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply growth. Restore planting saucers. Tighten and repair stake and guy supports and reset trees and A. General; Furnish low voltage system manufactured expressly for control of and test for leakage. Test shall be approved if no greater than 5 psi loss shrubs to proper grades or vertical position as required. Restore or replace damaged wrappings. automatic circuit valves of underground irrigation systems. Provide unit of occurs in 15 minutes. Spray as required to keep trees and shrubs free of insects and disease. capacity to suit number of circuits as indicated. 4. Fill all zone lines with water to static pressure. Hold for 15 minutes. C. Maintain lawns by watering,fertilizing, weeding, mowing, trimming, and other operations such as B. Control Enclosure: Manufacturer's standard wall mount with locking cover, Inspect for leakage. tolling, regrading and replanting as required to establish a smooth, acceptable lawn, free of eroded or complying with NFPA 70. 5. Contractor shall provide all required testing equipment and personnel. Test Job Number 2075 bare areas. C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. shall be performed in presence of Architect. Contractor shall make notice D. Maintain lawns for no less than period stated above, or longer as required to establish acceptable Including switch for manual or automatic operation of each circuit. of test(48) hours in advance. lawn. D. Timing Device: Adjustable 24-hour and 7 or 14 day clocks to operate any time 6. Provide required testing equipment and personnel. of day and skip any day in a 7 or 14 day period. 7. Repair leaks, and retest until acceptance by the Architect. Drawn Checked 3.8 CLEANUP AND PROTECTION E. Wiring: Solid or stranded direct-burial type as recommended by manufacturer C. Coverage inspection: upon completion of all systems, perform a coverage test JJN K CS A. During landscape work, keep pavements clean and work area in an orderly condition. of control unit; type AWG-UF, UL approved. to determine if coverage of water afforded all areas is complete, adequate and B. Protect landscape work and materials from damage due to landscape operations, operations by uniform. Change heads, nozzles, orifices and/or adjustment as directed to Scale AS SHOWN other contractors and trades, and trespassers. Maintain protection during installation and 2.4 VALVING provide uniform coverage. maintenance periods. Treat, repair, or replace damaged landscape work as directed. A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, D. Final inspection: Sheet Title threaded connection with cross type handle designed to receive operating key. 1. Clean, adjust, and balance all systems. Verify that: 3.9 INSPECTION AND ACCEPTANCE B. Automatic circuit valves: high impact plastic with corrosion-resistant internal a. Remote control valves are properly balanced; A. When landscape work is completed, including maintenance,Architect will, upon request, make an parts. Low power solenoid control, normally closed,with manual flow LANDSCAPE b. Heads are properly adjusted for radius and arc of inspection to determine acceptability. adjustment; same manufacturer as control unit. B. When inspected landscape work does not comply with requirements, replace rejected work and 1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber C. The installed system is workable, clean and efficient. coverage; E. Winterization: Winterize system at the end of first season of system operation. SPECIFICATIONS continue specified maintenance until reinspected by Architect and found to be acceptable. Remove valve if not connected to potable water. rejected plants and materials promptly from project site. 2. Drip Control Zone Kit: Hunter PCZ-101. Review procedures with Owner Representative. C. Quick coupler valve: brass or bronze construction with hinged top. One per zone END OF SECTION or valve grouping. D. Manual drain valves: END OF SECTION 1. Bronze construction, straight type, 150 pound class, threaded connections, with cross type operating handle designed to receive operating key. Calco, Sheet Number Champion 100, or approved equal. 2. Size: 3/4 inch. L2 2 of 2 Sheets